scholarly journals An Analysis and Comparative Study of Replacement of Shear Wall with Intermediate Beams

2022 ◽  
Vol 9 (1) ◽  
pp. 009-014
Author(s):  
Pushpendra Kumar Vaishya ◽  
Dr. Rajeev Chandak
Keyword(s):  
Comparative Study ◽  
Shear Wall

scholarly journals Effect of Soil Flexibility on Seismic Force Evaluation of RC Framed Buildings with Shear Wall: A Comparative Study of IS 1893 and EUROCODE8

2014 ◽  
Vol 2014 ◽  
pp. 1-15 ◽  
Author(s):  
B. R. Jayalekshmi ◽  
H. K. Chinmayi
Keyword(s):  
Comparative Study ◽  
Shear Wall ◽  
Spectral Acceleration ◽  
Base Shear ◽  
Lateral Forces ◽  
Standard Code ◽  
Seismic Force ◽  
Four Corners ◽  
Soil Flexibility ◽  
European Code

Conventional analyses of structures are generally carried out by assuming the base of structures to be fixed. However, the soil below foundation alters the earthquake loading and varies the lateral forces acting on structure. Therefore, it is unrealistic to analyse the structure by considering it to be fixed at base. Multistorey reinforced concrete framed buildings of different heights with and without shear wall supported on raft foundation incorporating the effect of soil flexibility are considered in present study to investigate the differences in spectral acceleration coefficient (Sa/g), base shear, and storey shear obtained following the seismic provisions of Indian standard code and European code. Study shows that the value of base shear obtained for symmetric plan building is lowest in buildings with shear wall at all the four corners.

Experimental comparative study of coupled shear wall systems with steel and reinforced concrete link beams

2019 ◽  
Vol 28 (18) ◽  
Author(s):  
Guo‐Qiang Li ◽  
Meng‐De Pang ◽  
Yan‐Wen Li ◽  
Liu‐Lian Li ◽  
Fei‐Fei Sun ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Comparative Study ◽  
Shear Wall ◽  
Coupled Shear Wall

Comparative Study on the Earthquake Behavior of Frame-Shear Wall Structure of Concrete Filled Steel Tubular under Conventional Earthquake

2011 ◽  
Vol 368-373 ◽  
pp. 1981-1984
Author(s):  
Xiang Tao Xu ◽  
Xiao Hu
Keyword(s):  
Reinforced Concrete ◽  
Comparative Study ◽  
Seismic Behavior ◽  
Shear Wall ◽  
Structure Design ◽  
Wall Structure ◽  
Dynamic Behaviors ◽  
Rc Structures ◽  
Earthquake Resistant ◽  
Calculation Results

In this paper, seismic behavior of the frame-shear wall structure, which are respectively composed of the concrete filled steel tubular (CFST) and of the reinforced concrete (RC) column, have been studied under the conventional earthquake. Dynamic behaviors and earthquake responses including deformation and forcing of the CFST and RC structures are analyzed. Comparing the calculation results, the earthquake resistant behavior of the CFST structure has been evaluated synthetically, which may be referential for structure design.

Comparative Study on the Pseudo Static Testing of Beam Transfer Structure of Frame-Supported Short-Leg Shearwall with and without Haunch

2011 ◽  
Vol 243-249 ◽  
pp. 188-192
Author(s):  
Yong Qi ◽  
Ci Mian Zhu ◽  
Shu Sheng Zhong ◽  
Jia Lv ◽  
Zhi Gang Guo
Keyword(s):  
Comparative Study ◽  
Seismic Behavior ◽  
Shear Wall ◽  
Cyclic Loads ◽  
Static Testing ◽  
Weak Beam ◽  
Shear Bearing Capacity ◽  
Transfer Structure ◽  
Seismic Behaviors ◽  
Beam Dimension

In order to analyse seismic behaviors of the haunched beam-shaped transfer floor, carried out the pseudo static testing, which were subjected to vertical loads and horizontal cyclic loads, respectively on two specimens, including the framed short-leg shear wall haunched beam-shaped transfer plane framework and the same dimension unhaunched beam-shaped transfer frame. The test shows that: 1) Haunched beam-shaped transfer structure can apparently improve the shear-bearing-capacity of the abutment section and reduce the beam dimension effectively, and it is easier to implement the aseismatic design principles, including “strong column and weak beam, strong shearing and weak bend”; 2) if the design is reasonable, haunched beam-shaped transfer structure can get better seismic behavior.

scholarly journals Seismic Performance Evaluation of RCC Buildings with Different Structural Configurations

10.29007/kj2r ◽  
2018 ◽  
Author(s):  
Mohit K. Parmar ◽  
Snehal V. Mevada ◽  
Vishal B. Patel
Keyword(s):  
Performance Evaluation ◽  
Comparative Study ◽  
Seismic Performance ◽  
Pushover Analysis ◽  
Shear Wall ◽  
Seismic Performance Evaluation ◽  
Structural Configurations ◽  
Different Response ◽  
The Comparative Study ◽  
Reduction Factors

This paper explores the comparative study of building performances at its performance points with two different response reduction factors. RCC Building with Bare Frame, RCC Building with Shear Wall and RCC Building with Stiffness Asymmetry, these three types of buildings are used for obtaining better objective of the study. Pushover Analysis is performed in SAP2000 to get performance of the building.

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