This document compares the seismic analysis of a G+9 multi-storey building with shear walls and X bracing. Shear walls and bracings are provided at different locations and the building is analyzed using ETABS software. Parameters like storey displacement, drift and base shear are compared. Results show that shear walls and bracings help reduce lateral displacement and drift compared to a bare frame building. Shear walls perform better than bracings with walls at the centre and corners performing the best.
IRJET- Seismic Analysis of Multi-Storey Building with and without Floating Co...IRJET Journal
The document analyzes the seismic behavior of multi-storey buildings with and without floating columns through time history analysis. Three buildings of heights G+3, G+10 and G+15 were modeled with different floating column configurations and subjected to earthquake excitations. Results for base shear, storey displacement and acceleration were compared. Introduction of floating columns increased time period and responses like displacements and storey drifts compared to regular buildings. Peak responses occurred for floating columns at the edge of exterior frames. The time history analysis method was used to evaluate the dynamic response of models to code-specified earthquake ground motions.
Seismic Response of Multi storey Flat Slab Building with and without Shear WallIRJET Journal
This document summarizes a research study that analyzed the seismic response of a 20-story flat slab building (G+19) with and without shear walls through dynamic time history analysis using ETABS software. Four models were analyzed: 1) a flat slab building without shear walls, 2) a flat slab building with a shear wall in the building core, 3) a flat slab building with shear walls at the building corners, and 4) a flat slab building with shear walls at the side centers of the perimeter boundary. The study found that the addition of shear walls improved the building's lateral resistance and reduced displacements and drifts compared to the flat slab building without shear walls. The most effective configuration was the flat slab building with a
IRJET- An Innovative Method of Electricity Generation from Speed-Breakers of ...IRJET Journal
This document summarizes research on analyzing the seismic performance of flat slab and flat plate buildings compared to conventional beam-column buildings. A 10-story building model is analyzed using ETABS software to study the effects of adding steel bracing or shear walls. Previous studies on using different bracing configurations, increasing building height, and replacing columns with shear walls are reviewed. The current study analyzes buildings with flat slabs or plates and variable stiffness by adding bracing or walls at different locations. Response parameters like displacement, drift, shear and period are compared to evaluate the performance of walls versus bracing in improving seismic resistance of flat slab structures.
Behaviour of reinforced concrete frame with in fill walls under seismic loads...IAEME Publication
This document summarizes a study on the behavior of reinforced concrete frames with masonry infill walls under seismic loads. Five models of a 10-story reinforced concrete building were analyzed using ETABS software: a bare frame, a fully infilled frame, and frames with different infill wall configurations. The results show that infill walls increase the lateral stiffness and strength of the frame, reducing displacements and member forces. However, openings in infill walls decrease stiffness. A higher Young's modulus for the infill material further increases stiffness. The analysis provides insights into how the structural response is affected by infill wall properties.
Seismic Analysis of G 10 Storey Building with Various Locations of Shear Wall...ijtsrd
Shear walls are specially designed structural members provided in the multi storey buildings to resist lateral forces. These walls have very high in plane strength and stiffness, which can resist large horizontal forces and can support gravity loads. There are lots of literatures available to design and analyse the shear wall. Ravi Kumar Vishwakarma | Vipin Kumar Tiwari "Seismic Analysis of G+10 Storey Building with Various Locations of Shear Walls using Etabs" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-4 , June 2021, URL: https://www.ijtsrd.compapers/ijtsrd43646.pdf Paper URL: https://www.ijtsrd.comengineering/structural-engineering/43646/seismic-analysis-of-g10-storey-building-with-various-locations-of-shear-walls-using-etabs/ravi-kumar-vishwakarma
Comparative Study on Masonry Infill, Friction Dampers and Bare Frame Structur...IRJET Journal
The document compares the seismic response of a 10-story building modeled with three different configurations: a bare frame, a frame with masonry infill walls modeled as equivalent diagonal struts, and a frame with friction dampers. Non-linear time history analysis was performed using the EL Centro earthquake record. The addition of masonry infills increased the lateral stiffness and decreased displacements and column moments but also increased base shear and accelerations. The use of friction dampers effectively dissipated energy and reduced the structural response compared to the bare frame, without increasing other demands. Analysis results for story acceleration, displacement, column moment, and base shear are presented for each model.
IRJET- Seismic Effect of Rigid Floor DiaphragmIRJET Journal
This document analyzes the seismic effects of rigid floor diaphragms in multi-storey reinforced concrete buildings. Eight building models are considered - with rigid and semi-rigid diaphragms, and with shear walls in the x-direction, y-direction, or both. The models are analyzed using ETABS software to determine time period, base shear, story drift, and maximum displacement. Results are compared to evaluate the impact of diaphragm type and shear walls on seismic response. Having rigid diaphragms and shear walls is found to reduce lateral displacement and drift compared to flexible or semi-rigid diaphragms without walls. The study aims to select the most economical design that provides comparable
Effect of modeling of infill walls on performance of multi story rc buildingIAEME Publication
This document summarizes a study on the effect of modeling masonry infill walls in multi-story reinforced concrete buildings. Three models of an 8-story building were analyzed: a bare frame, a frame with infill excluding the ground floor to create a soft story, and a frame with full infill. Nonlinear static pushover analysis was performed on the models. The results showed that modeling full infill improved seismic performance by increasing base shear and stiffness, distributing plastic hinges elastically throughout the structure. The bare frame and soft-story structure had plastic hinges form in the life safety to collapse prevention range, indicating poorer performance, while the full infill structure remained elastic. Therefore, modeling infill walls more
IRJET- Seismic Analysis of Multi-Storey Building with and without Floating Co...IRJET Journal
The document analyzes the seismic behavior of multi-storey buildings with and without floating columns through time history analysis. Three buildings of heights G+3, G+10 and G+15 were modeled with different floating column configurations and subjected to earthquake excitations. Results for base shear, storey displacement and acceleration were compared. Introduction of floating columns increased time period and responses like displacements and storey drifts compared to regular buildings. Peak responses occurred for floating columns at the edge of exterior frames. The time history analysis method was used to evaluate the dynamic response of models to code-specified earthquake ground motions.
Seismic Response of Multi storey Flat Slab Building with and without Shear WallIRJET Journal
This document summarizes a research study that analyzed the seismic response of a 20-story flat slab building (G+19) with and without shear walls through dynamic time history analysis using ETABS software. Four models were analyzed: 1) a flat slab building without shear walls, 2) a flat slab building with a shear wall in the building core, 3) a flat slab building with shear walls at the building corners, and 4) a flat slab building with shear walls at the side centers of the perimeter boundary. The study found that the addition of shear walls improved the building's lateral resistance and reduced displacements and drifts compared to the flat slab building without shear walls. The most effective configuration was the flat slab building with a
IRJET- An Innovative Method of Electricity Generation from Speed-Breakers of ...IRJET Journal
This document summarizes research on analyzing the seismic performance of flat slab and flat plate buildings compared to conventional beam-column buildings. A 10-story building model is analyzed using ETABS software to study the effects of adding steel bracing or shear walls. Previous studies on using different bracing configurations, increasing building height, and replacing columns with shear walls are reviewed. The current study analyzes buildings with flat slabs or plates and variable stiffness by adding bracing or walls at different locations. Response parameters like displacement, drift, shear and period are compared to evaluate the performance of walls versus bracing in improving seismic resistance of flat slab structures.
Behaviour of reinforced concrete frame with in fill walls under seismic loads...IAEME Publication
This document summarizes a study on the behavior of reinforced concrete frames with masonry infill walls under seismic loads. Five models of a 10-story reinforced concrete building were analyzed using ETABS software: a bare frame, a fully infilled frame, and frames with different infill wall configurations. The results show that infill walls increase the lateral stiffness and strength of the frame, reducing displacements and member forces. However, openings in infill walls decrease stiffness. A higher Young's modulus for the infill material further increases stiffness. The analysis provides insights into how the structural response is affected by infill wall properties.
Seismic Analysis of G 10 Storey Building with Various Locations of Shear Wall...ijtsrd
Shear walls are specially designed structural members provided in the multi storey buildings to resist lateral forces. These walls have very high in plane strength and stiffness, which can resist large horizontal forces and can support gravity loads. There are lots of literatures available to design and analyse the shear wall. Ravi Kumar Vishwakarma | Vipin Kumar Tiwari "Seismic Analysis of G+10 Storey Building with Various Locations of Shear Walls using Etabs" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-4 , June 2021, URL: https://www.ijtsrd.compapers/ijtsrd43646.pdf Paper URL: https://www.ijtsrd.comengineering/structural-engineering/43646/seismic-analysis-of-g10-storey-building-with-various-locations-of-shear-walls-using-etabs/ravi-kumar-vishwakarma
Comparative Study on Masonry Infill, Friction Dampers and Bare Frame Structur...IRJET Journal
The document compares the seismic response of a 10-story building modeled with three different configurations: a bare frame, a frame with masonry infill walls modeled as equivalent diagonal struts, and a frame with friction dampers. Non-linear time history analysis was performed using the EL Centro earthquake record. The addition of masonry infills increased the lateral stiffness and decreased displacements and column moments but also increased base shear and accelerations. The use of friction dampers effectively dissipated energy and reduced the structural response compared to the bare frame, without increasing other demands. Analysis results for story acceleration, displacement, column moment, and base shear are presented for each model.
IRJET- Seismic Effect of Rigid Floor DiaphragmIRJET Journal
This document analyzes the seismic effects of rigid floor diaphragms in multi-storey reinforced concrete buildings. Eight building models are considered - with rigid and semi-rigid diaphragms, and with shear walls in the x-direction, y-direction, or both. The models are analyzed using ETABS software to determine time period, base shear, story drift, and maximum displacement. Results are compared to evaluate the impact of diaphragm type and shear walls on seismic response. Having rigid diaphragms and shear walls is found to reduce lateral displacement and drift compared to flexible or semi-rigid diaphragms without walls. The study aims to select the most economical design that provides comparable
Effect of modeling of infill walls on performance of multi story rc buildingIAEME Publication
This document summarizes a study on the effect of modeling masonry infill walls in multi-story reinforced concrete buildings. Three models of an 8-story building were analyzed: a bare frame, a frame with infill excluding the ground floor to create a soft story, and a frame with full infill. Nonlinear static pushover analysis was performed on the models. The results showed that modeling full infill improved seismic performance by increasing base shear and stiffness, distributing plastic hinges elastically throughout the structure. The bare frame and soft-story structure had plastic hinges form in the life safety to collapse prevention range, indicating poorer performance, while the full infill structure remained elastic. Therefore, modeling infill walls more
IRJET- Seismic Analysis of Buildings with Shear Wall having Horizontal Ir...IRJET Journal
This document analyzes the seismic behavior of five 6-story buildings with horizontal irregularities: E-shaped, I-shaped, L-shaped, +-shaped, and box-shaped. The buildings are modeled in SAP2000 and analyzed using response spectrum analysis according to Indian codes for seismic design. Parameters like lateral displacement, base shear, story drift, and period are compared. Results show the E-shaped building experiences the highest base shear and lateral displacement, while the +-shaped building experiences the lowest. The L-shaped building has the highest displacement in the X-direction, while the +-shaped building remains the lowest. In conclusion, horizontal irregularity affects the seismic response of buildings.
Effect of soft storeys in earthquake resistant analysis of rc framed structureseSAT Journals
storey in which the stiffness is less than 70% of the storey above or less
than 80% of the combined stiffnesses of the three storeys above. It is the general practice in the multistoreyed buildings to
accommodate parking facilities for the vehicles of the occupants of the building. As we know that the soft storey in a building
structure causes stiffness irregularity in a structure, due to this the structure undergoes unequal storey drifts, formation of the
plastic hinges and then finally resulting into the collapse of the structure.This research work purely interacts with the effect of the
soft storeys in the analysis of RC framed structures as entitled above, and in this work the soft storeys positions has been provided
at different levels as shown in the analytical modelling. All the models are analyzed by using the ETABS software. The seismic
analysis performed consists of the Equivalent static analysis (ESA), response spectrum analysis (RSA), and the push over analysis
(PA). The seismic base shear forces, storey drifts, and the displacements has been compared with the three analysis methods as
listed above. With the aid of the push over analysis the values of the ductility and the response reduction factor have been
obtained. Apart from these, the performance point parameters such as spectral acceleration(Sa) , spectral displacement (Sd),
Base shear(V) and the roof displacement(D) has been also illustrated in this work and a detailed information of several stages of
the hinge formation (A,B,IO,LS,CP,C,D,E) has also been illustrated.. Keywords: Soft Storey, Stiffness, Storey Drift, Storey Displacement, Earthquake, RC Frames
The document proposes research to analyze the seismic performance of reinforced concrete buildings with and without masonry infill panels through dynamic analysis and comparison of methods. The research aims to demonstrate the importance of including infill walls in seismic design by comparing bare frame structures to partially and fully infilled frames using analytical and computer models. The results could help reduce risks of collapsed structures in earthquakes by providing a better understanding of how infill walls affect structural behavior.
Seismic evaluation of rc frame with brick masonry infill wallseSAT Journals
Abstract
Infill panels are widely used as partition walls as well as external walls of the building to fill the gap between RC frames. Non-structural member may provide considerable stiffness to the building and hence may improve the performance of the RC building during ground motions. But In most of the cases, the ignorance of this property of masonry in designing of the RC frame may get an unsafe design. There are two methods are used to determine the effect of ground motion. The effect of ground motion on RC frame building has been carried out by considering with and without the stiffness of infill wall. A comparative study is carried out with RC building using Equivalent Lateral Force method and Response Spectrum method. The masonry infill has been modeled as an equivalent diagonal strut element using Hendry formula. Pushover analysis is carried out on bare frame and frame with infill wall. The model has been generated using STAAD Pro and results obtained from the analysis are compared in terms of strength and stiffness with bare frame.
Keywords: Seismic evaluation, Response Spectrum, masonry infill, diagonal strut.
Behaviour of Flat Slab by Varying Stiffness in High Seismic ZoneIRJET Journal
This document summarizes a study on analyzing the behavior of flat slab structures with varying stiffness in high seismic zones. Various flat plate and flat slab models with different configurations of shear walls and steel bracings were analyzed using ETABS software for 10, 15, and 20-story buildings. The models were subjected to dead, live, and earthquake loads as per Indian codes. Key parameters like natural period, base shear, storey displacement, and drift were compared. Results show that shear walls are more effective than steel bracings at reducing displacements. Flat slab models with shear walls at the core and periphery performed best with minimum displacement and drift. Increasing the height of buildings leads to higher displacements indicating the need for shear walls
Influence of Modeling Masonry Infill on Seismic Performance of Multi-Storeyed...ijsrd.com
Masonry infilled RC frames are the most common type of structures used for multi-storeyed constructions in the developing countries, even in those which are located in seismically active regions also. Masonry infill walls are mainly used to increase the stiffness and strength of R C framed buildings. R C framed building with open first storey is known as soft storey, which performs poorly during earthquakes. A similar soft storey effect can also appear top storey level if it is used as service storey. The soft storey located in the upper part of the multistorey building does not significantly affect. To observe the effect of masonry infill panel, it is modeled as an equivalent double diagonal strut. In this study 7 models are taken were analyzed with two different techniques of modelling of masonry infill wall with L type of shear wall when subjected to earthquake loading. The results of masonry infill show more stiffness than the strut modeling technique. It is observed that, providing infill wall and shear wall improves earthquake resistant behavior of the structure and also the effect of water pressure, an attempt is made to develop relationship between strength and stiffness ratios for linear trend line.
IRJET- A Review on Analysis of Soft Story at Intermediate Levels in a Multi-S...IRJET Journal
This document summarizes research on analyzing soft stories in multi-story buildings. A soft story is defined as a floor with large openings like windows, doors or parking areas that make it less stiff than other floors. Previous studies have analyzed the seismic performance of buildings with soft stories at different levels and proposed techniques to improve performance, such as adding bracing systems or stiffening columns. The document reviews literature on pushover analyses of buildings with soft stories and assessing their vulnerability. It is concluded that shifting soft stories to higher levels results in less yielding and formation of lower intensity hinges compared to soft stories at lower levels.
IRJET- Review Paper on Seismic Behavior of Flat Slabs over Conventional RC Sl...IRJET Journal
The document reviews the seismic behavior of flat slab structures compared to conventional reinforced concrete slab structures in multi-story buildings. It summarizes several past studies that analyzed the seismic performance of flat slab buildings of varying heights on flat and sloping ground, in different soil and seismic zones. The studies generally found that flat slab structures have less stiffness and strength than conventional slab structures. As a result, flat slab buildings tend to experience greater seismic responses like story drift, displacement, and acceleration compared to conventional slab buildings, especially in higher seismic zones. The inclusion of shear walls or other lateral load resisting elements can improve the seismic performance of flat slab structures.
IRJET- Effect of Infill Wall Stiffness Variations on the Behaviour of RC ...IRJET Journal
This document summarizes a study on the effect of infill wall stiffness variations on the behavior of reinforced concrete buildings under seismic demands. The study models a 5-story reinforced concrete building located in seismic zone III of Nasik City, India, with and without considering the stiffness of infill walls. Static analysis using the equivalent lateral force method and dynamic analysis using the response spectrum method are performed and results such as base shear, fundamental time period, and story shear are compared. The goal is to better understand how accounting for the stiffness of infill walls affects the performance of reinforced concrete buildings during earthquakes.
Influence of Openings and Local Soil Conditions on the Seismic Behavior of Tu...IRJET Journal
The document analyzes the seismic behavior of tunnel form buildings using response spectrum analysis. Tunnel form buildings are reinforced concrete structures with relatively thin shear walls and flat slabs instead of beams and columns. The study models a 6-story RC wall building to analyze the effects of openings (0%, 6%, 22%, 50%) and soil conditions (bearing capacities of 50, 100, 200, 250) on seismic performance parameters like time period, displacement, drift, and base shear. Response spectrum analysis is performed using ETABS software according to Indian codes. Results show that RC wall buildings have significantly reduced time periods and displacements compared to equivalent RC frame buildings, indicating improved seismic performance.
IRJET- Analytical Study of Punching Shear in Flat Slab - Review PaperIRJET Journal
This document provides a literature review on analytical studies of punching shear in flat slab structures. It discusses how flat slab construction is becoming more popular due to advantages like reduced building height and construction time. However, punching shear failure at column-slab connections is a major design challenge. The literature review summarizes several papers that analyzed different flat slab configurations under seismic loading, investigated strengthening methods for punching shear, and compared the seismic behavior of flat slab and conventionally reinforced structures. The conclusion is that providing drop panels at exterior column corners reduces the need for shear reinforcement, and including cut-outs near drops further improves the punching shear capacity of the slab.
IRJET- A Review on Seismic Analysis of Buildings using Passive Energy Dis...IRJET Journal
The document summarizes research on using passive energy dissipating devices to improve the seismic performance of buildings. It reviews literature on three main types of passive dampers: fluid viscous dampers, viscoelastic dampers, and friction dampers. Studies show that incorporating these dampers can significantly reduce inter-story drifts, floor accelerations, and shear forces in buildings during earthquakes by dissipating seismic energy. Fluid viscous dampers and friction dampers in particular have been found to improve structural response and reduce damage when optimized for location and properties in the building design.
Study on Influence of Positions of Core Wall for Structures with Step Back Co...IRJET Journal
This document studies the influence of core wall positions on structures with a step back configuration. A steel building model with step back configuration is developed in ETABS software. Different core wall layouts in C and U shapes are modeled at various positions within the building. The building is analyzed using time history analysis for a high seismic zone with medium soil. Results for various core wall positions are compared in terms of displacements, torsion, and other seismic response parameters. It is found that positioning the core walls in a C shape at the center of the building (layout sw7c) results in the lowest displacements and torsion compared to other positions studied, making it the optimal core wall arrangement for the step back building model.
Significance of shear wall in flat slab multi storied building - A ReviewIRJET Journal
This document summarizes research on the significance of shear walls in flat slab multi-story buildings. It begins with an abstract discussing the increased use of flat slab construction in tall buildings and how shear walls provide stability against lateral loads like wind and earthquakes. The document then reviews the theoretical background of flat slab construction and shear walls as bracing methods. It also summarizes several previous studies examining the effects of openings in shear walls, use of flat slabs in seismic zones, and different shear wall configurations. The literature review found that shear walls can effectively resist lateral loads and reduce displacement, with exterior corner placements performing best.
IRJET- The State of the Art on Seismic Isolation of Shear Wall Structure ...IRJET Journal
This document summarizes research on using elastomeric base isolators to seismically isolate shear wall structures. It begins with an introduction to base isolation and different types of isolators. It then reviews several past studies that analyzed the seismic performance of buildings with base isolators using computer modeling and found base isolation reduced accelerations, drifts, and forces on the structure. The document concludes that base isolation is effective at mitigating seismic demands but further research is still needed to address issues like vertical excitation of building components and overturning forces in slender structures.
MODELLING OF AN INFILL WALL FOR THE ANALYSIS OF A BUILDING FRAME SUBJECTED TO...IAEME Publication
In general the analysis of a building frame is carried out with a bare frame but the presence of masonry infill in a framed structure results in high stiffness and influence the distribution of lateral load and also the response of the framed buildings. It can be noted that there is a large variation of mechanical properties of bricks. Masonry, a combination of brick and mortar, behaves in a highly nonlinear manner. The infill panel needs to be modelled in the analysis of a structural frame subjected to lateral load to obtain its true behaviour. In order to model the masonry infill, its properties required. In order to determine the properties of brick masonry compression tests were conducted on masonry infill panels and prisms.
IRJET- Seismic Analysis of Regular and Irregular Building by Time History...IRJET Journal
This document discusses seismic analysis of regular and irregular buildings using time history and response spectrum analysis methods. It summarizes research on how different types of irregularities in buildings, such as mass, stiffness and vertical geometric irregularities, affect building behavior during earthquakes. The document then describes the time history and response spectrum analysis methods used to model a 10-story regular and vertically irregular reinforced concrete building in STAAD Pro software. Results for lateral displacement, base shear and story drift are compared between the regular and irregular building models.
IRJET- A Performance Study of Response of (G+20) Regular and Braced RC Buildi...IRJET Journal
This document presents a study on the performance of a 20-story regular and braced reinforced concrete (RC) building under the effect of soil-structure interaction (SSI). The building is analyzed using the STAAD-Pro V8i software considering three different soil types (hard, medium, soft) and different bracing arrangements. The study finds that SSI significantly affects the structural response. Parameters like base shear, roof displacement, and drift ratio are compared for models with different bracing systems to evaluate their performance and better understand structural behavior under SSI effects. The braced models generally show lower base shear, displacement, and drift compared to the regular model, with perimeter bracing models performing best.
Comparative study on multistoried building using linear and non linear analysisIJARIIT
The effect of infill walls on the building is generally neglected in the analysis. In fact, an infill wall contributes to the
lateral strength and stiffness of the structure. Seismic response analysis of multi storey building frame with infill was done by
modeling the infill wall as an equivalent diagonal strut. For the equivalent diagonal strut, the thickness is taken equal to the
thickness of the wall and width of the strut as per “Equivalent strut method”. The comparison of seismic responses is done for
the multi-storied buildings with infill as equivalent diagonal strut using linear and non-linear analysis. ETABS software is used
for the present study.
Analysis of Unsymmetrical Building Resting on Sloping Ground by Dividing in 2...IRJET Journal
1) The document analyzes and compares the bending moments in the columns and beams of an unsymmetrical building resting on sloping ground versus level ground.
2) It models a 6-story reinforced concrete building in seismic zone 4 on sloping and level terrain using ETABS software.
3) The results show significant differences in bending moments, with moments increasing in the lower stories on sloping ground and decreasing in the upper stories compared to a equivalent building on level ground. Percent differences range from -15% to over 800% depending on the frame and story.
IRJET- Study on Shear Wall and Bracing in Irregular Structure and Regular Str...IRJET Journal
This document presents a study on providing expansion joints in irregular and regular structures to improve their seismic performance. A 15-storey building model with an irregular L-shaped plan is created in ETABS software. The model is analyzed using response spectrum analysis for seismic zone V. The behavior of the irregular building is compared to regular models with and without expansion joints. The models include bare frames, shear wall frames, and combinations of shear walls and bracing. Responses such as base shear, story drift, displacement, forces and stiffness are compared between the regular and irregular configurations to evaluate the effectiveness of expansion joints.
ANALYSIS AND DESIGN OPTIMIZATION OF SHEAR-WALL IN CASE OF HIGH-RISE BUILDING ...IRJET Journal
The document analyzes and optimizes the design of shear walls in a high-rise building using ETABS software. It discusses modeling a 10-story building in ETABS with and without shear walls, and making design adjustments to the shear wall configuration. Results for story displacement and drift are compared between the models. The optimized model with design adjustments to the shear wall configuration showed reductions in story displacement and drift compared to the initial model without shear walls.
IRJET- Seismic Analysis of Buildings with Shear Wall having Horizontal Ir...IRJET Journal
This document analyzes the seismic behavior of five 6-story buildings with horizontal irregularities: E-shaped, I-shaped, L-shaped, +-shaped, and box-shaped. The buildings are modeled in SAP2000 and analyzed using response spectrum analysis according to Indian codes for seismic design. Parameters like lateral displacement, base shear, story drift, and period are compared. Results show the E-shaped building experiences the highest base shear and lateral displacement, while the +-shaped building experiences the lowest. The L-shaped building has the highest displacement in the X-direction, while the +-shaped building remains the lowest. In conclusion, horizontal irregularity affects the seismic response of buildings.
Effect of soft storeys in earthquake resistant analysis of rc framed structureseSAT Journals
storey in which the stiffness is less than 70% of the storey above or less
than 80% of the combined stiffnesses of the three storeys above. It is the general practice in the multistoreyed buildings to
accommodate parking facilities for the vehicles of the occupants of the building. As we know that the soft storey in a building
structure causes stiffness irregularity in a structure, due to this the structure undergoes unequal storey drifts, formation of the
plastic hinges and then finally resulting into the collapse of the structure.This research work purely interacts with the effect of the
soft storeys in the analysis of RC framed structures as entitled above, and in this work the soft storeys positions has been provided
at different levels as shown in the analytical modelling. All the models are analyzed by using the ETABS software. The seismic
analysis performed consists of the Equivalent static analysis (ESA), response spectrum analysis (RSA), and the push over analysis
(PA). The seismic base shear forces, storey drifts, and the displacements has been compared with the three analysis methods as
listed above. With the aid of the push over analysis the values of the ductility and the response reduction factor have been
obtained. Apart from these, the performance point parameters such as spectral acceleration(Sa) , spectral displacement (Sd),
Base shear(V) and the roof displacement(D) has been also illustrated in this work and a detailed information of several stages of
the hinge formation (A,B,IO,LS,CP,C,D,E) has also been illustrated.. Keywords: Soft Storey, Stiffness, Storey Drift, Storey Displacement, Earthquake, RC Frames
The document proposes research to analyze the seismic performance of reinforced concrete buildings with and without masonry infill panels through dynamic analysis and comparison of methods. The research aims to demonstrate the importance of including infill walls in seismic design by comparing bare frame structures to partially and fully infilled frames using analytical and computer models. The results could help reduce risks of collapsed structures in earthquakes by providing a better understanding of how infill walls affect structural behavior.
Seismic evaluation of rc frame with brick masonry infill wallseSAT Journals
Abstract
Infill panels are widely used as partition walls as well as external walls of the building to fill the gap between RC frames. Non-structural member may provide considerable stiffness to the building and hence may improve the performance of the RC building during ground motions. But In most of the cases, the ignorance of this property of masonry in designing of the RC frame may get an unsafe design. There are two methods are used to determine the effect of ground motion. The effect of ground motion on RC frame building has been carried out by considering with and without the stiffness of infill wall. A comparative study is carried out with RC building using Equivalent Lateral Force method and Response Spectrum method. The masonry infill has been modeled as an equivalent diagonal strut element using Hendry formula. Pushover analysis is carried out on bare frame and frame with infill wall. The model has been generated using STAAD Pro and results obtained from the analysis are compared in terms of strength and stiffness with bare frame.
Keywords: Seismic evaluation, Response Spectrum, masonry infill, diagonal strut.
Behaviour of Flat Slab by Varying Stiffness in High Seismic ZoneIRJET Journal
This document summarizes a study on analyzing the behavior of flat slab structures with varying stiffness in high seismic zones. Various flat plate and flat slab models with different configurations of shear walls and steel bracings were analyzed using ETABS software for 10, 15, and 20-story buildings. The models were subjected to dead, live, and earthquake loads as per Indian codes. Key parameters like natural period, base shear, storey displacement, and drift were compared. Results show that shear walls are more effective than steel bracings at reducing displacements. Flat slab models with shear walls at the core and periphery performed best with minimum displacement and drift. Increasing the height of buildings leads to higher displacements indicating the need for shear walls
Influence of Modeling Masonry Infill on Seismic Performance of Multi-Storeyed...ijsrd.com
Masonry infilled RC frames are the most common type of structures used for multi-storeyed constructions in the developing countries, even in those which are located in seismically active regions also. Masonry infill walls are mainly used to increase the stiffness and strength of R C framed buildings. R C framed building with open first storey is known as soft storey, which performs poorly during earthquakes. A similar soft storey effect can also appear top storey level if it is used as service storey. The soft storey located in the upper part of the multistorey building does not significantly affect. To observe the effect of masonry infill panel, it is modeled as an equivalent double diagonal strut. In this study 7 models are taken were analyzed with two different techniques of modelling of masonry infill wall with L type of shear wall when subjected to earthquake loading. The results of masonry infill show more stiffness than the strut modeling technique. It is observed that, providing infill wall and shear wall improves earthquake resistant behavior of the structure and also the effect of water pressure, an attempt is made to develop relationship between strength and stiffness ratios for linear trend line.
IRJET- A Review on Analysis of Soft Story at Intermediate Levels in a Multi-S...IRJET Journal
This document summarizes research on analyzing soft stories in multi-story buildings. A soft story is defined as a floor with large openings like windows, doors or parking areas that make it less stiff than other floors. Previous studies have analyzed the seismic performance of buildings with soft stories at different levels and proposed techniques to improve performance, such as adding bracing systems or stiffening columns. The document reviews literature on pushover analyses of buildings with soft stories and assessing their vulnerability. It is concluded that shifting soft stories to higher levels results in less yielding and formation of lower intensity hinges compared to soft stories at lower levels.
IRJET- Review Paper on Seismic Behavior of Flat Slabs over Conventional RC Sl...IRJET Journal
The document reviews the seismic behavior of flat slab structures compared to conventional reinforced concrete slab structures in multi-story buildings. It summarizes several past studies that analyzed the seismic performance of flat slab buildings of varying heights on flat and sloping ground, in different soil and seismic zones. The studies generally found that flat slab structures have less stiffness and strength than conventional slab structures. As a result, flat slab buildings tend to experience greater seismic responses like story drift, displacement, and acceleration compared to conventional slab buildings, especially in higher seismic zones. The inclusion of shear walls or other lateral load resisting elements can improve the seismic performance of flat slab structures.
IRJET- Effect of Infill Wall Stiffness Variations on the Behaviour of RC ...IRJET Journal
This document summarizes a study on the effect of infill wall stiffness variations on the behavior of reinforced concrete buildings under seismic demands. The study models a 5-story reinforced concrete building located in seismic zone III of Nasik City, India, with and without considering the stiffness of infill walls. Static analysis using the equivalent lateral force method and dynamic analysis using the response spectrum method are performed and results such as base shear, fundamental time period, and story shear are compared. The goal is to better understand how accounting for the stiffness of infill walls affects the performance of reinforced concrete buildings during earthquakes.
Influence of Openings and Local Soil Conditions on the Seismic Behavior of Tu...IRJET Journal
The document analyzes the seismic behavior of tunnel form buildings using response spectrum analysis. Tunnel form buildings are reinforced concrete structures with relatively thin shear walls and flat slabs instead of beams and columns. The study models a 6-story RC wall building to analyze the effects of openings (0%, 6%, 22%, 50%) and soil conditions (bearing capacities of 50, 100, 200, 250) on seismic performance parameters like time period, displacement, drift, and base shear. Response spectrum analysis is performed using ETABS software according to Indian codes. Results show that RC wall buildings have significantly reduced time periods and displacements compared to equivalent RC frame buildings, indicating improved seismic performance.
IRJET- Analytical Study of Punching Shear in Flat Slab - Review PaperIRJET Journal
This document provides a literature review on analytical studies of punching shear in flat slab structures. It discusses how flat slab construction is becoming more popular due to advantages like reduced building height and construction time. However, punching shear failure at column-slab connections is a major design challenge. The literature review summarizes several papers that analyzed different flat slab configurations under seismic loading, investigated strengthening methods for punching shear, and compared the seismic behavior of flat slab and conventionally reinforced structures. The conclusion is that providing drop panels at exterior column corners reduces the need for shear reinforcement, and including cut-outs near drops further improves the punching shear capacity of the slab.
IRJET- A Review on Seismic Analysis of Buildings using Passive Energy Dis...IRJET Journal
The document summarizes research on using passive energy dissipating devices to improve the seismic performance of buildings. It reviews literature on three main types of passive dampers: fluid viscous dampers, viscoelastic dampers, and friction dampers. Studies show that incorporating these dampers can significantly reduce inter-story drifts, floor accelerations, and shear forces in buildings during earthquakes by dissipating seismic energy. Fluid viscous dampers and friction dampers in particular have been found to improve structural response and reduce damage when optimized for location and properties in the building design.
Study on Influence of Positions of Core Wall for Structures with Step Back Co...IRJET Journal
This document studies the influence of core wall positions on structures with a step back configuration. A steel building model with step back configuration is developed in ETABS software. Different core wall layouts in C and U shapes are modeled at various positions within the building. The building is analyzed using time history analysis for a high seismic zone with medium soil. Results for various core wall positions are compared in terms of displacements, torsion, and other seismic response parameters. It is found that positioning the core walls in a C shape at the center of the building (layout sw7c) results in the lowest displacements and torsion compared to other positions studied, making it the optimal core wall arrangement for the step back building model.
Significance of shear wall in flat slab multi storied building - A ReviewIRJET Journal
This document summarizes research on the significance of shear walls in flat slab multi-story buildings. It begins with an abstract discussing the increased use of flat slab construction in tall buildings and how shear walls provide stability against lateral loads like wind and earthquakes. The document then reviews the theoretical background of flat slab construction and shear walls as bracing methods. It also summarizes several previous studies examining the effects of openings in shear walls, use of flat slabs in seismic zones, and different shear wall configurations. The literature review found that shear walls can effectively resist lateral loads and reduce displacement, with exterior corner placements performing best.
IRJET- The State of the Art on Seismic Isolation of Shear Wall Structure ...IRJET Journal
This document summarizes research on using elastomeric base isolators to seismically isolate shear wall structures. It begins with an introduction to base isolation and different types of isolators. It then reviews several past studies that analyzed the seismic performance of buildings with base isolators using computer modeling and found base isolation reduced accelerations, drifts, and forces on the structure. The document concludes that base isolation is effective at mitigating seismic demands but further research is still needed to address issues like vertical excitation of building components and overturning forces in slender structures.
MODELLING OF AN INFILL WALL FOR THE ANALYSIS OF A BUILDING FRAME SUBJECTED TO...IAEME Publication
In general the analysis of a building frame is carried out with a bare frame but the presence of masonry infill in a framed structure results in high stiffness and influence the distribution of lateral load and also the response of the framed buildings. It can be noted that there is a large variation of mechanical properties of bricks. Masonry, a combination of brick and mortar, behaves in a highly nonlinear manner. The infill panel needs to be modelled in the analysis of a structural frame subjected to lateral load to obtain its true behaviour. In order to model the masonry infill, its properties required. In order to determine the properties of brick masonry compression tests were conducted on masonry infill panels and prisms.
IRJET- Seismic Analysis of Regular and Irregular Building by Time History...IRJET Journal
This document discusses seismic analysis of regular and irregular buildings using time history and response spectrum analysis methods. It summarizes research on how different types of irregularities in buildings, such as mass, stiffness and vertical geometric irregularities, affect building behavior during earthquakes. The document then describes the time history and response spectrum analysis methods used to model a 10-story regular and vertically irregular reinforced concrete building in STAAD Pro software. Results for lateral displacement, base shear and story drift are compared between the regular and irregular building models.
IRJET- A Performance Study of Response of (G+20) Regular and Braced RC Buildi...IRJET Journal
This document presents a study on the performance of a 20-story regular and braced reinforced concrete (RC) building under the effect of soil-structure interaction (SSI). The building is analyzed using the STAAD-Pro V8i software considering three different soil types (hard, medium, soft) and different bracing arrangements. The study finds that SSI significantly affects the structural response. Parameters like base shear, roof displacement, and drift ratio are compared for models with different bracing systems to evaluate their performance and better understand structural behavior under SSI effects. The braced models generally show lower base shear, displacement, and drift compared to the regular model, with perimeter bracing models performing best.
Comparative study on multistoried building using linear and non linear analysisIJARIIT
The effect of infill walls on the building is generally neglected in the analysis. In fact, an infill wall contributes to the
lateral strength and stiffness of the structure. Seismic response analysis of multi storey building frame with infill was done by
modeling the infill wall as an equivalent diagonal strut. For the equivalent diagonal strut, the thickness is taken equal to the
thickness of the wall and width of the strut as per “Equivalent strut method”. The comparison of seismic responses is done for
the multi-storied buildings with infill as equivalent diagonal strut using linear and non-linear analysis. ETABS software is used
for the present study.
Analysis of Unsymmetrical Building Resting on Sloping Ground by Dividing in 2...IRJET Journal
1) The document analyzes and compares the bending moments in the columns and beams of an unsymmetrical building resting on sloping ground versus level ground.
2) It models a 6-story reinforced concrete building in seismic zone 4 on sloping and level terrain using ETABS software.
3) The results show significant differences in bending moments, with moments increasing in the lower stories on sloping ground and decreasing in the upper stories compared to a equivalent building on level ground. Percent differences range from -15% to over 800% depending on the frame and story.
IRJET- Study on Shear Wall and Bracing in Irregular Structure and Regular Str...IRJET Journal
This document presents a study on providing expansion joints in irregular and regular structures to improve their seismic performance. A 15-storey building model with an irregular L-shaped plan is created in ETABS software. The model is analyzed using response spectrum analysis for seismic zone V. The behavior of the irregular building is compared to regular models with and without expansion joints. The models include bare frames, shear wall frames, and combinations of shear walls and bracing. Responses such as base shear, story drift, displacement, forces and stiffness are compared between the regular and irregular configurations to evaluate the effectiveness of expansion joints.
ANALYSIS AND DESIGN OPTIMIZATION OF SHEAR-WALL IN CASE OF HIGH-RISE BUILDING ...IRJET Journal
The document analyzes and optimizes the design of shear walls in a high-rise building using ETABS software. It discusses modeling a 10-story building in ETABS with and without shear walls, and making design adjustments to the shear wall configuration. Results for story displacement and drift are compared between the models. The optimized model with design adjustments to the shear wall configuration showed reductions in story displacement and drift compared to the initial model without shear walls.
Wind and Seismic Analysis of Building with Bracing System Resting on Sloping ...IRJET Journal
This document summarizes a research study that analyzed the wind and seismic performance of buildings with different bracing systems on sloping ground. The study used ETABS software to model and analyze step back buildings with various bracing types, including X, V, inverted V, and diagonal bracing. Results showed that X bracing provided the best performance in terms of maximum displacement, drift, base shear, and fundamental time period. Step back buildings with X bracing demonstrated superior performance under wind and seismic loads compared to step back setback buildings. The effectiveness of bracing was found to be limited for buildings over 6 stories or with an increased number of bays along the slope. Increasing bays across the slope enhanced building performance with bra
IRJET- Post Peak Response of Reinforced Concrete Frames with and without in F...IRJET Journal
This document discusses the effect of masonry infill panels, cross bracing, and viscous dampers on the seismic response of reinforced concrete frames. It analyzes a 7-story reinforced concrete building model with and without these elements using nonlinear static analysis. The addition of masonry infill walls, cross bracing, and viscous dampers reduces storey displacements and drift compared to the bare frame model. The equivalent strut method is used to model the infill walls, and cross bracing is modeled using diagonal steel braces. Viscous dampers absorb seismic energy to damp the motion of the building. Nonlinear static pushover analysis is performed using ETABS and SAP2000 software.
IRJET- Performance of Flat Slabs and Flat Plates in High Seismic Zone with Va...IRJET Journal
This document analyzes the seismic performance of flat plate and flat slab structures with varying stiffness. Four models are considered: flat plate with shear walls, flat plate with bracing, flat slab with shear walls, and flat slab with bracing. The structures are analyzed using ETABS software to determine parameters like story displacement, drift, and base shear. The results show that under equivalent static analysis and response spectrum analysis, the flat slab with shear walls performs better than the other models, with minimum displacement and drift. In conclusion, the flat slab with shear walls provides better seismic performance for high seismic zones compared to the other structural configurations analyzed.
Effect of Wind Load on Structural Performance of Dimensionally Regular & Irre...Dr. Amarjeet Singh
Outriggers system is used as one of the best way of increasing the lateral stiffness and has been generally utilized in tall building structures. The outrigger system is very effective in increasing structure’s flexural stiffness. It is likewise viable in decreasing the horizontal top deflection and bending moments in the core of high-rise frame-core structures. This study presents the detailed analysis on how the top drift, inter-story drift, base moment in the core are influenced by the outriggers stiffness, outriggers optimum locations, columns axial stiffness and foundations flexibility. outrigger braced structures can strengthen a structure without disturbing its aesthetic appearance and this is a significant advantage over other lateral load resisting systems. The thesis compare between many outriggers systems including both concrete & steel Outriggers. The Rectangular shape & L- shaped building structures are taken for analysis. The study also presents simplified procedure to optimize the location of the outriggers that will result in a maximum reduction in the lateral displacement at the top of the building. The modeling of the structure is done using “ETABS” program. The investigation of the model is completed by comparable static technique. Finally, the thesis proposed a simplified analysis for outriggers structures with core for both regular and irregular high rise building.
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...IRJET Journal
This document summarizes and reviews a research paper on the seismic response of reinforced concrete (RC) structures with plan and vertical irregularities, with and without infill walls. It discusses how infill walls can improve or reduce the seismic performance of RC buildings, depending on factors like wall layout, height distribution, connection to the frame, and relative stiffness of walls and frames. The reviewed research paper analyzes the behavior of infill walls, effects of vertical irregularities, and seismic performance of high-rise structures under linear static and dynamic analysis. It studies response characteristics like story drift, deflection and shear. The document also provides literature on similar research investigating the effects of infill walls, soft stories, plan irregularities, and different
IRJET- A Research on Comparing the Seismic Effect on Shear Wall Building and ...IRJET Journal
1) The document discusses the seismic effect of shear wall buildings compared to buildings without shear walls. Shear walls help resist lateral forces from earthquakes and winds.
2) Several studies are reviewed that analyze different shear wall configurations in multi-story buildings. Zig zag and diagonal shear wall arrangements were found to increase strength and stiffness compared to other configurations. Shear walls effectively reduce lateral displacements and story drift.
3) One study used software to analyze a 10-story building with different shear wall models and found that a model with short shear walls at corners was the most economical. Shear walls are more effective in high-rise buildings. Proper placement of shear walls affects how lateral forces are distributed
Study on the effect of special shear walls on seismic behaviour of multi- sto...IRJET Journal
This document reviews research on the effect of special shear walls on the seismic behavior of multi-storey reinforced concrete buildings. It summarizes 11 research papers that studied different shapes, sizes, locations, and configurations of shear walls. The key findings are that shear walls improve seismic performance by increasing stiffness and resisting lateral loads, but they must be designed to ensure adequate ductility. Locating shear walls at the corners or periphery of buildings generally provides the best seismic performance. Openings in shear walls can reduce seismic resistance, with up to 25% openings found to be acceptable without damage.
COMPARATIVE STUDY ON THE SEISMIC ANALYSIS OF MULTISTOREY RC STRUCTURE WITH VA...IRJET Journal
This document presents a comparative study on the seismic analysis of multi-storey reinforced concrete structures with varying percentages of diaphragm discontinuity. The study analyzes a 12-storey RC building with 0%, 5%, 10%, 12%, 16%, and 20% diaphragm openings using response spectrum analysis in ETABS 2017 software. Parameters like storey displacement, storey drift, and base shear are compared for different slab thicknesses of 100mm, 125mm, 150mm, and 175mm. Previous research has shown that as the percentage of diaphragm opening increases, parameters like base shear, time period, drift, and displacement generally decrease, with structures with around 20% opening being more vulnerable.
IRJET- A Review on R.C.C. Structure with Fully, Partially and without Infille...IRJET Journal
This document discusses a review on the seismic analysis of reinforced concrete frame structures with fully infilled walls, partially infilled walls, and no infilled walls in different seismic zones in India. It analyzes a G+15 story reinforced concrete frame building in seismic zones IV and V on medium soil using STAAD Pro software. The results for maximum nodal displacement, maximum reactions, maximum base shear, and maximum story shear are compared for different models with full infilled walls, partial infilled walls, and no infilled walls. Infill walls contribute to increased lateral stiffness and seismic resistance of buildings. Neglecting their effects can lead to an unsafe design that underestimates structural damage in seismic regions.
Effect of Backstay on Tall Structures with PodiumIRJET Journal
This document discusses a study on the effect of backstay on tall structures with podiums. It aims to understand the realistic behavior of multiple tower structures with a common podium under lateral loads. Different models are analyzed in ETABS by varying the height and number of towers, and presence of shear walls in the podium. Both equivalent static method and response spectrum method are used for seismic analysis. Results are compared to understand the effect of backstay and shear reversal with changes in podium height and number of towers. The study follows guidelines in Indian Standard IS:16700 for modeling and analysis of podium-type tall structures.
IRJET- Comparative Study of Multi-Storey Building with Coupled Shear Wall...IRJET Journal
This document presents a comparative study of multi-storey buildings with conventional shear walls and coupled shear walls. It describes modeling 10, 20, and 30-story buildings of each wall type and analyzing them using response spectrum analysis and equivalent static analysis. The results, including storey displacements, drifts, shears, overturning moments, and stiffnesses, are compared. The conclusions show that coupled shear walls perform better than conventional shear walls in resisting seismic forces in tall buildings.
REVIEW PAPER ON SEISMIC RESPONSE OF FLAT SLAB & CONVENTIONAL SLAB WITH DIFFER...IRJET Journal
This document provides a literature review on the seismic response of flat slab and conventional slab structures with different lateral load resisting systems. It summarizes the findings of various studies on this topic. Key conclusions from reviewed studies include: (1) Flat slab structures with shear walls or bracing systems perform better in resisting lateral loads than bare flat slab frames; (2) Shear walls along the building periphery generally provide better seismic performance than other wall locations; and (3) Outrigger bracing or core shear walls can reduce displacement and drift in flat slab high-rise buildings compared to diagrid or conventional systems. The literature review evaluates seismic parameters like displacement, drift, shear and period for different structural configurations and concludes flat slab with shear walls offers
Influence of Concrete and Steel Outrigger and Belt Truss in High Rise Moment ...IRJET Journal
1. The document analyzes 7 models of a 44-story reinforced concrete frame building with different outrigger and belt truss configurations to evaluate their effectiveness in reducing lateral displacement, storey drifts, base shear, and fundamental time periods under wind and earthquake loads.
2. Analysis found that a model with X-braced outriggers was most effective at reducing top storey displacement by 29.21% and maximum story drift by 26.64% compared to the bare frame model without outriggers. A model with a belt truss was also effective, reducing displacement by 34.57% and drift by 30.75%.
3. Steel outriggers provided the least benefit, reducing displacement by only
IRJET- Analysis of Various Effects on Multistory Building (G+27) by Staad Pro...IRJET Journal
This document analyzes the effects of shear walls on a 28-story building modelled in STAAD Pro software. Three models are considered: one without shear walls and two with shear walls in different locations (inward and outward parts of the building). The models are compared based on load transfer and lateral displacement of structural elements. Results show that providing shear walls in suitable locations significantly reduces displacements due to earthquake and wind loads. The document also reviews previous studies on shear wall behavior and modelling approaches. Methodology describes analyzing a 9-story building model with and without shear walls to determine optimal wall locations based on structural displacement and storey drifting.
A REVIEW ON INFLUNCE OF THE SHEAR WALL IN TALL INFLUENCE STRUCTURE WITHOUT AN...IRJET Journal
This document reviews the influence of shear walls in tall, irregular structures without columns. It discusses how taller buildings are now preferred for urban development but require effective lateral load resistance. Shear walls are commonly used instead of columns for their strength and stiffness, but can make structures too rigid. The document examines different models analyzed in ETABS and STAAD PRO software considering factors like shear wall position, shape, soil type, and seismic zone. Key findings from literature on analyzing irregular structures with and without shear walls using software like SAP2000 and ETABS are summarized. The effect of shear walls on reducing story drift, displacement and base shear is noted. Analyzing different structural configurations helps determine best practices for shear wall placement and irregular structure seismic
IRJET- Seismic Linear Analysis of Low Rise Open Ground Storey BuildingsIRJET Journal
This document summarizes a study on the seismic linear analysis of low-rise open ground storey buildings. It discusses how the presence of infill walls affects building behavior under lateral loads. While engineers often ignore wall stiffness in analysis, this may not be accurate for discontinuous walls in open ground storey buildings. The study aims to evaluate the code-recommended 2.5 multiplication factor for stiffness and examine how infill strength and stiffness impact seismic analysis of open ground storey buildings with different support conditions using commercial software. The results showed the 2.5 factor was too high for beam and column forces, and stiffness was similar with or without infills in open ground storey buildings. Support conditions significantly influenced response.
IRJET- A Research on Comparing the Effect of Seismic Waves on Multistoried Bu...IRJET Journal
The document compares the effect of seismic waves on multistoried buildings with and without shear walls and flanged concrete columns. Three 10-story building models are analyzed using STAAD Pro: Model 1 without seismic resisting structures, Model 2 with concentrically located shear walls along the exterior, and Model 3 with flanged concrete columns along the exterior. Model 2 and 3 experience approximately 10% less lateral force and base shear compared to Model 1. Introducing shear walls or flanged columns improves seismic performance by increasing stiffness and reducing displacements, stresses, and forces in the building. While shear walls provide the greatest stability, flanged columns also enhance seismic resistance and may be more economical for some applications.
“SEISMIC ANALYSIS OF G+10 MULTI-STOREY BUILDING USING SHEAR WALL ON ETABS”IRJET Journal
This document analyzes the seismic performance of a 10-story building with different shear wall configurations using ETABS software. It summarizes the results of analyzing models with shear walls at the core, edges, and corners. The core shear wall configuration performed best with the lowest story drift. Grid slabs combined with shear walls further improved seismic resistance. Placing shear walls optimally is important for multi-story buildings to resist lateral loads like earthquakes and wind.
Similar to IIRJET-Comparison of Seismic Analysis of Multistoried Building with Shear Wall and X Bracing (20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...IRJET Journal
1) The document discusses the Sungal Tunnel project in Jammu and Kashmir, India, which is being constructed using the New Austrian Tunneling Method (NATM).
2) NATM involves continuous monitoring during construction to adapt to changing ground conditions, and makes extensive use of shotcrete for temporary tunnel support.
3) The methodology section outlines the systematic geotechnical design process for tunnels according to Austrian guidelines, and describes the various steps of NATM tunnel construction including initial and secondary tunnel support.
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTUREIRJET Journal
This study examines the effect of response reduction factors (R factors) on reinforced concrete (RC) framed structures through nonlinear dynamic analysis. Three RC frame models with varying heights (4, 8, and 12 stories) were analyzed in ETABS software under different R factors ranging from 1 to 5. The results showed that displacement increased as the R factor decreased, indicating less linear behavior for lower R factors. Drift also decreased proportionally with increasing R factors from 1 to 5. Shear forces in the frames decreased with higher R factors. In general, R factors of 3 to 5 produced more satisfactory performance with less displacement and drift. The displacement variations between different building heights were consistent at different R factors. This study evaluated how R factors influence
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...IRJET Journal
This study compares the use of Stark Steel and TMT Steel as reinforcement materials in a two-way reinforced concrete slab. Mechanical testing is conducted to determine the tensile strength, yield strength, and other properties of each material. A two-way slab design adhering to codes and standards is executed with both materials. The performance is analyzed in terms of deflection, stability under loads, and displacement. Cost analyses accounting for material, durability, maintenance, and life cycle costs are also conducted. The findings provide insights into the economic and structural implications of each material for reinforcement selection and recommendations on the most suitable material based on the analysis.
Effect of Camber and Angles of Attack on Airfoil CharacteristicsIRJET Journal
This document discusses a study analyzing the effect of camber, position of camber, and angle of attack on the aerodynamic characteristics of airfoils. Sixteen modified asymmetric NACA airfoils were analyzed using computational fluid dynamics (CFD) by varying the camber, camber position, and angle of attack. The results showed the relationship between these parameters and the lift coefficient, drag coefficient, and lift to drag ratio. This provides insight into how changes in airfoil geometry impact aerodynamic performance.
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...IRJET Journal
This document reviews the progress and challenges of aluminum-based metal matrix composites (MMCs), focusing on their fabrication processes and applications. It discusses how various aluminum MMCs have been developed using reinforcements like borides, carbides, oxides, and nitrides to improve mechanical and wear properties. These composites have gained prominence for their lightweight, high-strength and corrosion resistance properties. The document also examines recent advancements in fabrication techniques for aluminum MMCs and their growing applications in industries such as aerospace and automotive. However, it notes that challenges remain around issues like improper mixing of reinforcements and reducing reinforcement agglomeration.
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...IRJET Journal
This document discusses research on using graph neural networks (GNNs) for dynamic optimization of public transportation networks in real-time. GNNs represent transit networks as graphs with nodes as stops and edges as connections. The GNN model aims to optimize networks using real-time data on vehicle locations, arrival times, and passenger loads. This helps increase mobility, decrease traffic, and improve efficiency. The system continuously trains and infers to adapt to changing transit conditions, providing decision support tools. While research has focused on performance, more work is needed on security, socio-economic impacts, contextual generalization of models, continuous learning approaches, and effective real-time visualization.
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...IRJET Journal
This document summarizes a research project that aims to compare the structural performance of conventional slab and grid slab systems in multi-story buildings using ETABS software. The study will analyze both symmetric and asymmetric building models under various loading conditions. Parameters like deflections, moments, shears, and stresses will be examined to evaluate the structural effectiveness of each slab type. The results will provide insights into the comparative behavior of conventional and grid slabs to help engineers and architects select appropriate slab systems based on building layouts and design requirements.
This document provides a review of machine learning techniques used in Advanced Driver Assistance Systems (ADAS). It begins with an abstract that summarizes key applications of machine learning in ADAS, including object detection, recognition, and decision-making. The introduction discusses the integration of machine learning in ADAS and how it is transforming vehicle safety. The literature review then examines several research papers on topics like lightweight deep learning models for object detection and lane detection models using image processing. It concludes by discussing challenges and opportunities in the field, such as improving algorithm robustness and adaptability.
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...IRJET Journal
The document analyzes temperature and precipitation trends in Asosa District, Benishangul Gumuz Region, Ethiopia from 1993 to 2022 based on data from the local meteorological station. The results show:
1) The average maximum and minimum annual temperatures have generally decreased over time, with maximum temperatures decreasing by a factor of -0.0341 and minimum by -0.0152.
2) Mann-Kendall tests found the decreasing temperature trends to be statistically significant for annual maximum temperatures but not for annual minimum temperatures.
3) Annual precipitation in Asosa District showed a statistically significant increasing trend.
The conclusions recommend development planners account for rising summer precipitation and declining temperatures in
P.E.B. Framed Structure Design and Analysis Using STAAD ProIRJET Journal
This document discusses the design and analysis of pre-engineered building (PEB) framed structures using STAAD Pro software. It provides an overview of PEBs, including that they are designed off-site with building trusses and beams produced in a factory. STAAD Pro is identified as a key tool for modeling, analyzing, and designing PEBs to ensure their performance and safety under various load scenarios. The document outlines modeling structural parts in STAAD Pro, evaluating structural reactions, assigning loads, and following international design codes and standards. In summary, STAAD Pro is used to design and analyze PEB framed structures to ensure safety and code compliance.
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...IRJET Journal
This document provides a review of research on innovative fiber integration methods for reinforcing concrete structures. It discusses studies that have explored using carbon fiber reinforced polymer (CFRP) composites with recycled plastic aggregates to develop more sustainable strengthening techniques. It also examines using ultra-high performance fiber reinforced concrete to improve shear strength in beams. Additional topics covered include the dynamic responses of FRP-strengthened beams under static and impact loads, and the performance of preloaded CFRP-strengthened fiber reinforced concrete beams. The review highlights the potential of fiber composites to enable more sustainable and resilient construction practices.
Survey Paper on Cloud-Based Secured Healthcare SystemIRJET Journal
This document summarizes a survey on securing patient healthcare data in cloud-based systems. It discusses using technologies like facial recognition, smart cards, and cloud computing combined with strong encryption to securely store patient data. The survey found that healthcare professionals believe digitizing patient records and storing them in a centralized cloud system would improve access during emergencies and enable more efficient care compared to paper-based systems. However, ensuring privacy and security of patient data is paramount as healthcare incorporates these digital technologies.
Review on studies and research on widening of existing concrete bridgesIRJET Journal
This document summarizes several studies that have been conducted on widening existing concrete bridges. It describes a study from China that examined load distribution factors for a bridge widened with composite steel-concrete girders. It also outlines challenges and solutions for widening a bridge in the UAE, including replacing bearings and stitching the new and existing structures. Additionally, it discusses two bridge widening projects in New Zealand that involved adding precast beams and stitching to connect structures. Finally, safety measures and challenges for strengthening a historic bridge in Switzerland under live traffic are presented.
React based fullstack edtech web applicationIRJET Journal
The document describes the architecture of an educational technology web application built using the MERN stack. It discusses the frontend developed with ReactJS, backend with NodeJS and ExpressJS, and MongoDB database. The frontend provides dynamic user interfaces, while the backend offers APIs for authentication, course management, and other functions. MongoDB enables flexible data storage. The architecture aims to provide a scalable, responsive platform for online learning.
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...IRJET Journal
This paper proposes integrating Internet of Things (IoT) and blockchain technologies to help implement objectives of India's National Education Policy (NEP) in the education sector. The paper discusses how blockchain could be used for secure student data management, credential verification, and decentralized learning platforms. IoT devices could create smart classrooms, automate attendance tracking, and enable real-time monitoring. Blockchain would ensure integrity of exam processes and resource allocation, while smart contracts automate agreements. The paper argues this integration has potential to revolutionize education by making it more secure, transparent and efficient, in alignment with NEP goals. However, challenges like infrastructure needs, data privacy, and collaborative efforts are also discussed.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.IRJET Journal
This document provides a review of research on the performance of coconut fibre reinforced concrete. It summarizes several studies that tested different volume fractions and lengths of coconut fibres in concrete mixtures with varying compressive strengths. The studies found that coconut fibre improved properties like tensile strength, toughness, crack resistance, and spalling resistance compared to plain concrete. Volume fractions of 2-5% and fibre lengths of 20-50mm produced the best results. The document concludes that using a 4-5% volume fraction of coconut fibres 30-40mm in length with M30-M60 grade concrete would provide benefits based on previous research.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...IRJET Journal
The document discusses optimizing business management processes through automation using Microsoft Power Automate and artificial intelligence. It provides an overview of Power Automate's key components and features for automating workflows across various apps and services. The document then presents several scenarios applying automation solutions to common business processes like data entry, monitoring, HR, finance, customer support, and more. It estimates the potential time and cost savings from implementing automation for each scenario. Finally, the conclusion emphasizes the transformative impact of AI and automation tools on business processes and the need for ongoing optimization.
Multistoried and Multi Bay Steel Building Frame by using Seismic DesignIRJET Journal
The document describes the seismic design of a G+5 steel building frame located in Roorkee, India according to Indian codes IS 1893-2002 and IS 800. The frame was analyzed using the equivalent static load method and response spectrum method, and its response in terms of displacements and shear forces were compared. Based on the analysis, the frame was designed as a seismic-resistant steel structure according to IS 800:2007. The software STAAD Pro was used for the analysis and design.
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...IRJET Journal
This research paper explores using plastic waste as a sustainable and cost-effective construction material. The study focuses on manufacturing pavers and bricks using recycled plastic and partially replacing concrete with plastic alternatives. Initial results found that pavers and bricks made from recycled plastic demonstrate comparable strength and durability to traditional materials while providing environmental and cost benefits. Additionally, preliminary research indicates incorporating plastic waste as a partial concrete replacement significantly reduces construction costs without compromising structural integrity. The outcomes suggest adopting plastic waste in construction can address plastic pollution while optimizing costs, promoting more sustainable building practices.
Solving Linear Differential Equations with Constant CoefficientsIRJET Journal
1) The document discusses methods for finding the solutions to linear differential equations with constant coefficients. It defines such an equation and explains that the complete solution is the combination of the complementary function (C.F.) and particular integral (P.I.).
2) Various methods are presented for determining the C.F. depending on whether the roots of the auxiliary equation are real, imaginary, repeated, etc.
3) Rules are provided for obtaining the P.I. based on the type of function involved (exponential, trigonometric, power, etc.). Examples are worked through to demonstrate the full solution process.
Cricket management system ptoject report.pdfKamal Acharya
The aim of this project is to provide the complete information of the National and
International statistics. The information is available country wise and player wise. By
entering the data of eachmatch, we can get all type of reports instantly, which will be
useful to call back history of each player. Also the team performance in each match can
be obtained. We can get a report on number of matches, wins and lost.
Sachpazis_Consolidation Settlement Calculation Program-The Python Code and th...Dr.Costas Sachpazis
Consolidation Settlement Calculation Program-The Python Code
By Professor Dr. Costas Sachpazis, Civil Engineer & Geologist
This program calculates the consolidation settlement for a foundation based on soil layer properties and foundation data. It allows users to input multiple soil layers and foundation characteristics to determine the total settlement.
We have designed & manufacture the Lubi Valves LBF series type of Butterfly Valves for General Utility Water applications as well as for HVAC applications.
Online train ticket booking system project.pdfKamal Acharya
Rail transport is one of the important modes of transport in India. Now a days we
see that there are railways that are present for the long as well as short distance
travelling which makes the life of the people easier. When compared to other
means of transport, a railway is the cheapest means of transport. The maintenance
of the railway database also plays a major role in the smooth running of this
system. The Online Train Ticket Management System will help in reserving the
tickets of the railways to travel from a particular source to the destination.
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Covid Management System Project Report.pdfKamal Acharya
CoVID-19 sprang up in Wuhan China in November 2019 and was declared a pandemic by the in January 2020 World Health Organization (WHO). Like the Spanish flu of 1918 that claimed millions of lives, the COVID-19 has caused the demise of thousands with China, Italy, Spain, USA and India having the highest statistics on infection and mortality rates. Regardless of existing sophisticated technologies and medical science, the spread has continued to surge high. With this COVID-19 Management System, organizations can respond virtually to the COVID-19 pandemic and protect, educate and care for citizens in the community in a quick and effective manner. This comprehensive solution not only helps in containing the virus but also proactively empowers both citizens and care providers to minimize the spread of the virus through targeted strategies and education.
Data Communication and Computer Networks Management System Project Report.pdfKamal Acharya
Networking is a telecommunications network that allows computers to exchange data. In
computer networks, networked computing devices pass data to each other along data
connections. Data is transferred in the form of packets. The connections between nodes are
established using either cable media or wireless media.