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
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This document discusses a study that analyzes the behavior of buildings with variations in story height and number of bays using different structural frame configurations. Ordinary moment resisting frames (OMRF) and special moment resisting frames (SMRF) are considered. Buildings are modeled and pushover analysis is performed using SAP2000 software. Behavior parameters are calculated from pushover curves and compared to investigate the performance of OMRF and SMRF structures. The objective is to determine the appropriate type of frame to use for seismic loads in different scenarios.
IRJET - Evaluation of Response Reduction Factor on RC Building with Singl...IRJET Journal
This document discusses evaluating the response reduction factor (R) on RC buildings with singly and doubly reinforced beams. R reflects a structure's ability to dissipate energy through inelastic behavior and is used to reduce seismic design forces. The study aims to compute R component-wise for a 15-story building designed considering the modulus of elasticity of plain and reinforced concrete. Previous literature on determining R based on nonlinear response is reviewed. Finite element analysis and pushover analysis will be used to model beam behavior and observe the structure's nonlinear response. Experimental work will determine modulus of elasticity values. Computed R values will be compared based on concrete type considered in design.
Study of seismic analysis and design of multi storey symmetrical and asymmetr...IRJET Journal
This document summarizes a study on the seismic analysis and design of symmetric and asymmetric multi-story buildings. Finite element software was used to model and analyze G+15 story reinforced concrete buildings with regular and irregular configurations subjected to response spectrum analysis and time history analysis. Results found that irregular buildings experienced higher displacements, drifts, and forces compared to regular structures. Specifically, structures with mass or stiffness irregularities performed poorer under seismic loads. A comparison of response spectrum and time history analyses found that time history analysis more accurately predicted structural response. The study concluded that structural configuration significantly impacts seismic response and irregular structures are more vulnerable during earthquakes.
IRJET- A Study of Various Structural Framing Systems Subjected to Seismic LoadsIRJET Journal
This document summarizes previous research on analyzing the seismic behavior of different structural framing systems. Studies have compared the performance of Ordinary Moment Resisting Frames (OMRF) and Special Moment Resisting Frames (SMRF) in various seismic zones. The current study aims to compare the behavior of OMRF and SMRF structures in zones 3, 4, and 5 under seismic loads. It also examines using lightweight materials like siporex in zone 5 to improve seismic performance.
Seismic Performance and Shear Wall Location Assessment of a RC Building- Eva...IRJET Journal
1. The document evaluates the seismic performance of reinforced concrete buildings located on plain and sloping ground.
2. Non-linear static pushover analysis is conducted using SAP 2000 on a G+10 building model located on plain and sloping ground.
3. Results of the pushover analysis such as base shear, story displacement, story drift and story shear are compared between the plain and sloping ground models.
SEISMIC ANALYSIS USING STAAD Pro FOR L-SHAPED RCC FRAMED BUILDINGIRJET Journal
This document summarizes a study on seismic analysis of L-shaped reinforced concrete framed buildings using STAAD Pro. It discusses the need for P-Delta analysis in tall buildings due to increased lateral displacements. The study analyzes 10-50 story L-shaped buildings with and without P-Delta to compare results. P-Delta analysis shows higher forces, displacements, and drifts compared to linear analysis. It is concluded that P-Delta effects increase with building height and lateral loads, and are substantial for buildings taller than 7 stories.
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.
COMPARATIVE ANALYSIS OF MULTISTORY BUILDING WITH AND WITHOUT SHEAR WALL, X BR...IRJET Journal
This document presents a comparative analysis of the seismic behavior of multistory reinforced concrete buildings with and without shear walls, X-bracing, and fluid viscous dampers. Four 30m tall building models are analyzed using ETABS software: a basic reinforced concrete structure, one with added shear walls, one with fluid viscous dampers, and one with X-bracing. The results show that the addition of shear walls is most effective at reducing displacement, drift, and increasing story stiffness compared to the other seismic retrofitting methods. In conclusion, shear walls placed at building corners provide the best seismic performance by significantly decreasing displacement while increasing structural strength and stiffness.
IRJET- Study of Behavior Parameters of the Building with Variations in Story ...IRJET Journal
This document discusses a study that analyzes the behavior of buildings with variations in story height and number of bays using different structural frame configurations. Ordinary moment resisting frames (OMRF) and special moment resisting frames (SMRF) are considered. Buildings are modeled and pushover analysis is performed using SAP2000 software. Behavior parameters are calculated from pushover curves and compared to investigate the performance of OMRF and SMRF structures. The objective is to determine the appropriate type of frame to use for seismic loads in different scenarios.
IRJET - Evaluation of Response Reduction Factor on RC Building with Singl...IRJET Journal
This document discusses evaluating the response reduction factor (R) on RC buildings with singly and doubly reinforced beams. R reflects a structure's ability to dissipate energy through inelastic behavior and is used to reduce seismic design forces. The study aims to compute R component-wise for a 15-story building designed considering the modulus of elasticity of plain and reinforced concrete. Previous literature on determining R based on nonlinear response is reviewed. Finite element analysis and pushover analysis will be used to model beam behavior and observe the structure's nonlinear response. Experimental work will determine modulus of elasticity values. Computed R values will be compared based on concrete type considered in design.
Study of seismic analysis and design of multi storey symmetrical and asymmetr...IRJET Journal
This document summarizes a study on the seismic analysis and design of symmetric and asymmetric multi-story buildings. Finite element software was used to model and analyze G+15 story reinforced concrete buildings with regular and irregular configurations subjected to response spectrum analysis and time history analysis. Results found that irregular buildings experienced higher displacements, drifts, and forces compared to regular structures. Specifically, structures with mass or stiffness irregularities performed poorer under seismic loads. A comparison of response spectrum and time history analyses found that time history analysis more accurately predicted structural response. The study concluded that structural configuration significantly impacts seismic response and irregular structures are more vulnerable during earthquakes.
IRJET- A Study of Various Structural Framing Systems Subjected to Seismic LoadsIRJET Journal
This document summarizes previous research on analyzing the seismic behavior of different structural framing systems. Studies have compared the performance of Ordinary Moment Resisting Frames (OMRF) and Special Moment Resisting Frames (SMRF) in various seismic zones. The current study aims to compare the behavior of OMRF and SMRF structures in zones 3, 4, and 5 under seismic loads. It also examines using lightweight materials like siporex in zone 5 to improve seismic performance.
Seismic Performance and Shear Wall Location Assessment of a RC Building- Eva...IRJET Journal
1. The document evaluates the seismic performance of reinforced concrete buildings located on plain and sloping ground.
2. Non-linear static pushover analysis is conducted using SAP 2000 on a G+10 building model located on plain and sloping ground.
3. Results of the pushover analysis such as base shear, story displacement, story drift and story shear are compared between the plain and sloping ground models.
SEISMIC ANALYSIS USING STAAD Pro FOR L-SHAPED RCC FRAMED BUILDINGIRJET Journal
This document summarizes a study on seismic analysis of L-shaped reinforced concrete framed buildings using STAAD Pro. It discusses the need for P-Delta analysis in tall buildings due to increased lateral displacements. The study analyzes 10-50 story L-shaped buildings with and without P-Delta to compare results. P-Delta analysis shows higher forces, displacements, and drifts compared to linear analysis. It is concluded that P-Delta effects increase with building height and lateral loads, and are substantial for buildings taller than 7 stories.
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.
COMPARATIVE ANALYSIS OF MULTISTORY BUILDING WITH AND WITHOUT SHEAR WALL, X BR...IRJET Journal
This document presents a comparative analysis of the seismic behavior of multistory reinforced concrete buildings with and without shear walls, X-bracing, and fluid viscous dampers. Four 30m tall building models are analyzed using ETABS software: a basic reinforced concrete structure, one with added shear walls, one with fluid viscous dampers, and one with X-bracing. The results show that the addition of shear walls is most effective at reducing displacement, drift, and increasing story stiffness compared to the other seismic retrofitting methods. In conclusion, shear walls placed at building corners provide the best seismic performance by significantly decreasing displacement while increasing structural strength and stiffness.
IRJET- Comparative Study & Seismic Anyalysis of Regular and Irregular Geometr...IRJET Journal
This study compares the seismic analysis of regular and irregular high-rise buildings in different seismic zones of India. Finite element software will be used to model and analyze a 10-story regular and irregular building subjected to different seismic zones. Results like deflections, axial forces, and moments will be compared to understand how seismic zone and building geometry affect structural response. The aim is to help improve earthquake-resistant design of high-rise buildings.
IRJET- Study of Literature on Seismic Response of RC Irregular StructureIRJET Journal
The document discusses vertical irregularities in reinforced concrete (RC) buildings and their effects on seismic response. It first defines vertical irregularities as weaknesses caused by discontinuities in mass, stiffness, or geometry between storeys. Soft stories, where the stiffness suddenly decreases, are one type of vertical irregularity. The document then reviews several previous studies on modeling and analyzing vertically irregular buildings using pushover analysis, which incrementally loads a structure to determine its failure mechanisms. The studies found that soft story buildings absorb energy through overturning and shear deformation. Irregular buildings may have similar seismic performance to regular buildings if properly designed. Quantifying the degree of irregularity can help evaluate seismic vulnerability and retrofitting needs.
IRJET- Response Reduction Factor and Push Over Analysis of Existing High Rise...IRJET Journal
This document discusses performing a pushover analysis and calculating the response reduction factor of existing high-rise buildings. It analyzes two existing 21- and 30-story buildings in India using zone factor III seismic standards. The analysis is conducted using SAP2000 software to determine the capacity curve and response reduction factor. Various building codes are reviewed that provide response reduction factor values for different structural systems, including reinforced concrete moment frames.
IRJET- Effect of Vertical Irregularities in R.C Frame Structures on Accuracy ...IRJET Journal
This document discusses the effects of vertical irregularities in reinforced concrete frame structures on the accuracy of nonlinear static pushover analysis. It presents the results of nonlinear static pushover analysis and nonlinear time history analysis on 15 vertically irregular frame models with varying heights and types of irregularities. The models are analyzed using the SAP2000 software. The results show that pushover analysis reasonably estimates the seismic demands of vertically irregular buildings when compared to time history analysis, and the pushover results have good correlation with selected ground motion records.
IRJET- Seismic Evaluation of Vertical Irregular Building with SetbackIRJET Journal
1. The document analyzes the seismic behavior of vertically irregular buildings with setbacks compared to regular buildings through response spectrum analysis.
2. 10 building models, including 9 vertically irregular buildings with setbacks and 1 regular building, were analyzed using STAAD.Pro software.
3. The results show that seismic parameters like displacement, story drift, and shear were highest at the setback levels, indicating setbacks weaken building performance during earthquakes. Irregular buildings experienced more severe effects than the regular building.
IRJET-Seismic Evaluation of Vertical Irregular Building with SetbackIRJET Journal
1. The document analyzes the seismic behavior of vertically irregular buildings with setbacks compared to regular buildings. 10 building models are analyzed - 9 with setbacks and 1 regular building.
2. Response spectrum analysis shows maximum displacement, story drift, and shear occur at setback levels, indicating setbacks weaken buildings during earthquakes. Irregular buildings experience greater displacement and drift compared to regular buildings.
3. The analysis concludes that setbacks significantly impact seismic parameters and irregularities should be avoided, but if included must be properly designed, as they weaken building performance during earthquakes.
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.
Evaluation of Response Reduction Factor for Moment Resisting Steel Frames- A ...IRJET Journal
This document reviews the evaluation of response reduction factors for steel moment resisting frames through non-linear modeling and analysis. It begins with an abstract that outlines the objectives and methodology of using non-linear static analysis in SAP2000 to evaluate response reduction factors and compare them to code requirements considering different seismic zones and ground motions. It then provides background on moment resisting frames and the concept of response reduction factors. The document describes the non-linear modeling and pushover analysis methodology used. It also reviews previous literature on evaluating response reduction factors for steel frames and the factors that influence the values, such as number of stories, bracing type, and boundary conditions.
IRJET- Seismic Analysis and Comparative Study of Regular and Irregular Bu...IRJET Journal
This document discusses seismic analysis of regular and irregular buildings using ETABS software. A 15-story reinforced concrete building model was generated for both regular and irregular configurations. Mass and stiffness distribution influence how multi-story buildings respond during earthquakes. Irregularities can cause damage as seen in the 2001 Bhuj earthquake in India. The objective is to conduct dynamic analysis of regular and irregular frames and compare results. Analysis considers factors like storey deflection, storey shear, and stiffness. Previous studies found plan configuration and symmetry affect seismic response, with irregular structures experiencing greater damage.
Performance based seismic design of the multi-storied reinforced concrete bui...IRJET Journal
The document discusses performance-based seismic design of multi-story reinforced concrete buildings. It provides a literature review of previous studies that have analyzed buildings using nonlinear static pushover analysis to evaluate seismic performance. The goal of performance-based seismic design is to carefully assess how a structure will perform under earthquake loads by identifying performance objectives and evaluating the structure's capacity through nonlinear analysis. Previous studies have found that performance metrics like story displacement, drift, and base shear can be used to evaluate if a design meets life safety or other performance objectives. The document concludes that further research on nonlinear dynamic analysis and energy dissipation systems could help improve seismic performance estimation of reinforced concrete structures.
Influence of Combine Vertical Irregularities in the Response of Earthquake Re...IOSRJMCE
This document discusses the influence of vertical irregularities on the seismic response of reinforced concrete structures through nonlinear static (pushover) analysis. Five 17-story reinforced concrete building models with different vertical setback configurations are analyzed: one regular model and four models with increasing mass, stiffness and vertical setback irregularities. The results show that vertical irregularities reduce lateral load capacity and increase lateral displacement, base shear, and performance point compared to the regular structure. Plastic hinges form at different stages for each model based on their performance level. It is concluded that increasing vertical irregularities negatively impact seismic performance by decreasing flexural and shear strength demands.
IRJET - Seismic Comparison of OMRF & SMRF Structural System on Zone IIIRJET Journal
This document summarizes research on comparing the seismic performance of Ordinary Moment Resisting Frames (OMRFs) and Special Moment Resisting Frames (SMRFs). Several studies are reviewed that analyze the response of OMRF and SMRF buildings to earthquake loading, specifically examining parameters like base shear, story drift, displacements and forces. The studies generally find that SMRFs perform better under seismic loads - experiencing lower forces and displacements. SMRFs are therefore considered more effective and safer for earthquake-resistant design.
Study on Seismic Behaviour of RC Frame Vertically Asymmetrical BuildingsIRJET Journal
This document discusses the seismic behavior of vertically asymmetrical reinforced concrete (RC) frame buildings. It begins with an abstract that introduces the topic and defines key terms like balanced, irregular, and vertical irregularity. The introduction provides more context, explaining that structural failure often occurs at points of weakness during earthquakes, like discontinuities in mass, stiffness, and geometry. These types of irregular structures are common in urban areas. The document then reviews the current research status on modeling different types of vertically irregular buildings, like open ground storey buildings, and analyzing them using equivalent static analysis and response spectrum analysis. It also describes the experimental procedure for conducting seismic analysis on these structures using various modeling and analysis techniques.
Thermal Analysis of Tube with Helical Coil Inserts Using CFDIRJET Journal
This document summarizes research on the seismic behavior of buildings with geometric irregularities. It reviews several studies that analyzed irregularly shaped buildings, such as L-shaped, T-shaped, and C-shaped, and found they performed differently than rectangular buildings in terms of strength and seismic response. The document also reviewed studies on different types of vertical and plan irregularities. Irregular buildings generally experienced greater displacement and drift than regular structures, with mass irregularities producing the largest base shear values. Shear walls can help reduce seismic forces in irregular buildings.
Effect of Seismic Zone and Story Height on Response Reduction Factor for SMRF...P. Pravin Kumar Venkat Rao
This document discusses a study on the variation of response reduction factors for steel moment resisting frames (SMRFs) designed according to Indian seismic code IS 1893(Part-1):2002. 12 SMRFs of varying heights (3, 5, and 7 stories) located in different seismic zones (II-V) were analyzed. Non-linear static pushover analysis was used to determine the overstrength, ductility reduction, and overall response reduction factors for each frame. The results showed that these factors varied based on the number of stories and seismic zone, which is significant for seismic codes that do not currently account for such variations.
IRJET- Performance Study of High Rise Building with Bracing and Diagrid Struc...IRJET Journal
This document presents a study on the performance of high-rise buildings with bracing and diagrid structures under lateral loads. It analyzes a 30-story building model with different structural configurations - a regular frame, diagrid system, and bracing system - using the ETABS software. The study finds that the diagrid structure performs best in terms of minimizing storey displacement, drift, and increasing frequency compared to the other models. It concludes that the diagrid structure is the stiffest and most effective at resisting lateral loads like earthquakes. Bracing systems are also better than bare frames at increasing stability, but diagrid structures provide the best performance overall.
IRJET- A Review on R.C.C. Structure with Fully, Partially and without Infille...IRJET Journal
This document reviews research on analyzing reinforced concrete (RC) frame structures with fully, partially, and no masonry infill walls in different seismic zones of India. It discusses how infill walls can increase structural strength, stiffness, and seismic resistance by interacting with the RC frame. The document summarizes several studies that found infill walls reduce displacements, drifts, and bending moments in frames while increasing base shear and axial column forces. It proposes analyzing an RC frame building with and without infill walls using the STAAD PRO software to understand how infill walls affect seismic response. The methodology section outlines steps for modeling the structure and applying loads and seismic analysis.
IRJET- Effect of Viscous Dampers on Response Reduction Factor for RCC Frame u...IRJET Journal
The document discusses the effect of viscous dampers on the response reduction factor (R) of reinforced concrete frames. It analyzes reinforced concrete buildings of 4, 8, 12, and 16 stories both with and without viscous dampers, located in different configurations, using ETABS software. The results show that the response reduction factor (R) is higher for buildings installed with dampers compared to buildings without dampers, indicating that viscous dampers improve the seismic performance of reinforced concrete buildings by increasing their ability to dissipate energy through inelastic behavior.
IRJET- Seismic Evaluation of Symmetric and Asymmetric Buildings by Pushover a...IRJET Journal
This document summarizes a study that analyzes the seismic performance of symmetric and asymmetric buildings using pushover analysis and time history analysis. Three new reinforced concrete buildings of different shapes (C-shaped, L-shaped, and square) with 14 stories were modeled. The models included bare frame, soft-story, and infilled wall configurations. Nonlinear static (pushover) analysis and dynamic (time history and response spectrum) analyses were performed to evaluate lateral displacements, story drifts, base shear, and other response parameters. Results showed that irregularly shaped and bare frame buildings experienced greater displacements and drifts compared to symmetric buildings and buildings with infill walls. Buildings with infill walls also had higher base shear values
A Review on Comparative Analysis of Multistorey Buildings Under Various India...IRJET Journal
This document summarizes and compares the findings of 5 research papers on seismic analysis of multi-storey buildings under various conditions in India. Key findings include:
1) Buildings perform better in lower seismic zones with lower base shear, displacement and drift. Irregular buildings need more design consideration.
2) Diaphragm discontinuity like openings significantly impact load transfer and response to seismic forces.
3) Building shape/configuration affects its ability to withstand seismic forces. Structures like shear walls improve seismic performance.
4) As seismic zones increase, designs require more steel reinforcement, especially in beams, to resist higher seismic forces.
The studies provide valuable insights on building practices and seismic vulnerability based
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.
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.
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This document reviews research on analyzing reinforced concrete (RC) frame structures with fully, partially, and no masonry infill walls in different seismic zones of India. It discusses how infill walls can increase structural strength, stiffness, and seismic resistance by interacting with the RC frame. The document summarizes several studies that found infill walls reduce displacements, drifts, and bending moments in frames while increasing base shear and axial column forces. It proposes analyzing an RC frame building with and without infill walls using the STAAD PRO software to understand how infill walls affect seismic response. The methodology section outlines steps for modeling the structure and applying loads and seismic analysis.
IRJET- Effect of Viscous Dampers on Response Reduction Factor for RCC Frame u...IRJET Journal
The document discusses the effect of viscous dampers on the response reduction factor (R) of reinforced concrete frames. It analyzes reinforced concrete buildings of 4, 8, 12, and 16 stories both with and without viscous dampers, located in different configurations, using ETABS software. The results show that the response reduction factor (R) is higher for buildings installed with dampers compared to buildings without dampers, indicating that viscous dampers improve the seismic performance of reinforced concrete buildings by increasing their ability to dissipate energy through inelastic behavior.
IRJET- Seismic Evaluation of Symmetric and Asymmetric Buildings by Pushover a...IRJET Journal
This document summarizes a study that analyzes the seismic performance of symmetric and asymmetric buildings using pushover analysis and time history analysis. Three new reinforced concrete buildings of different shapes (C-shaped, L-shaped, and square) with 14 stories were modeled. The models included bare frame, soft-story, and infilled wall configurations. Nonlinear static (pushover) analysis and dynamic (time history and response spectrum) analyses were performed to evaluate lateral displacements, story drifts, base shear, and other response parameters. Results showed that irregularly shaped and bare frame buildings experienced greater displacements and drifts compared to symmetric buildings and buildings with infill walls. Buildings with infill walls also had higher base shear values
A Review on Comparative Analysis of Multistorey Buildings Under Various India...IRJET Journal
This document summarizes and compares the findings of 5 research papers on seismic analysis of multi-storey buildings under various conditions in India. Key findings include:
1) Buildings perform better in lower seismic zones with lower base shear, displacement and drift. Irregular buildings need more design consideration.
2) Diaphragm discontinuity like openings significantly impact load transfer and response to seismic forces.
3) Building shape/configuration affects its ability to withstand seismic forces. Structures like shear walls improve seismic performance.
4) As seismic zones increase, designs require more steel reinforcement, especially in beams, to resist higher seismic forces.
The studies provide valuable insights on building practices and seismic vulnerability based
Similar to STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE (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.
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.
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
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.
Particle Swarm Optimization–Long Short-Term Memory based Channel Estimation w...IJCNCJournal
Paper Title
Particle Swarm Optimization–Long Short-Term Memory based Channel Estimation with Hybrid Beam Forming Power Transfer in WSN-IoT Applications
Authors
Reginald Jude Sixtus J and Tamilarasi Muthu, Puducherry Technological University, India
Abstract
Non-Orthogonal Multiple Access (NOMA) helps to overcome various difficulties in future technology wireless communications. NOMA, when utilized with millimeter wave multiple-input multiple-output (MIMO) systems, channel estimation becomes extremely difficult. For reaping the benefits of the NOMA and mm-Wave combination, effective channel estimation is required. In this paper, we propose an enhanced particle swarm optimization based long short-term memory estimator network (PSOLSTMEstNet), which is a neural network model that can be employed to forecast the bandwidth required in the mm-Wave MIMO network. The prime advantage of the LSTM is that it has the capability of dynamically adapting to the functioning pattern of fluctuating channel state. The LSTM stage with adaptive coding and modulation enhances the BER.PSO algorithm is employed to optimize input weights of LSTM network. The modified algorithm splits the power by channel condition of every single user. Participants will be first sorted into distinct groups depending upon respective channel conditions, using a hybrid beamforming approach. The network characteristics are fine-estimated using PSO-LSTMEstNet after a rough approximation of channels parameters derived from the received data.
Keywords
Signal to Noise Ratio (SNR), Bit Error Rate (BER), mm-Wave, MIMO, NOMA, deep learning, optimization.
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Here's where you can reach us : ijcnc@airccse.org or ijcnc@aircconline.com
We have designed & manufacture the Lubi Valves LBF series type of Butterfly Valves for General Utility Water applications as well as for HVAC applications.
Determination of Equivalent Circuit parameters and performance characteristic...pvpriya2
Includes the testing of induction motor to draw the circle diagram of induction motor with step wise procedure and calculation for the same. Also explains the working and application of Induction generator
A high-Speed Communication System is based on the Design of a Bi-NoC Router, ...DharmaBanothu
The Network on Chip (NoC) has emerged as an effective
solution for intercommunication infrastructure within System on
Chip (SoC) designs, overcoming the limitations of traditional
methods that face significant bottlenecks. However, the complexity
of NoC design presents numerous challenges related to
performance metrics such as scalability, latency, power
consumption, and signal integrity. This project addresses the
issues within the router's memory unit and proposes an enhanced
memory structure. To achieve efficient data transfer, FIFO buffers
are implemented in distributed RAM and virtual channels for
FPGA-based NoC. The project introduces advanced FIFO-based
memory units within the NoC router, assessing their performance
in a Bi-directional NoC (Bi-NoC) configuration. The primary
objective is to reduce the router's workload while enhancing the
FIFO internal structure. To further improve data transfer speed,
a Bi-NoC with a self-configurable intercommunication channel is
suggested. Simulation and synthesis results demonstrate
guaranteed throughput, predictable latency, and equitable
network access, showing significant improvement over previous
designs
This study Examines the Effectiveness of Talent Procurement through the Imple...DharmaBanothu
In the world with high technology and fast
forward mindset recruiters are walking/showing interest
towards E-Recruitment. Present most of the HRs of
many companies are choosing E-Recruitment as the best
choice for recruitment. E-Recruitment is being done
through many online platforms like Linkedin, Naukri,
Instagram , Facebook etc. Now with high technology E-
Recruitment has gone through next level by using
Artificial Intelligence too.
Key Words : Talent Management, Talent Acquisition , E-
Recruitment , Artificial Intelligence Introduction
Effectiveness of Talent Acquisition through E-
Recruitment in this topic we will discuss about 4important
and interlinked topics which are
An In-Depth Exploration of Natural Language Processing: Evolution, Applicatio...DharmaBanothu
Natural language processing (NLP) has
recently garnered significant interest for the
computational representation and analysis of human
language. Its applications span multiple domains such
as machine translation, email spam detection,
information extraction, summarization, healthcare,
and question answering. This paper first delineates
four phases by examining various levels of NLP and
components of Natural Language Generation,
followed by a review of the history and progression of
NLP. Subsequently, we delve into the current state of
the art by presenting diverse NLP applications,
contemporary trends, and challenges. Finally, we
discuss some available datasets, models, and
evaluation metrics in NLP.