Significance of Shear Wall in Multi-Storey Structure With Seismic Analysis

被引:1
|
作者
Bongilwar, Rajat [1 ]
Harne, V. R. [1 ]
Chopade, Aditya [1 ]
机构
[1] Ramdeobaba Coll Engn & Management, Nagpur, Maharashtra, India
关键词
D O I
10.1088/1757-899X/330/1/012131
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In past decades, shear walls are one of the most appropriate and important structural component in multi-storied building. Therefore, it would be very interesting to study the structural response and their systems in multi-storied structure. Shear walls contribute the stiffness and strength during earthquakes which are often neglected during design of structure and construction. This study shows the effect of shear walls which significantly affect the vulnerability of structures. In order to test this hypothesis, G+8 storey building was considered with and without shear walls and analyzed for various parameters like base shear, storey drift ratio, lateral displacement, bending moment and shear force. Significance of shear wall has been studied with the help of two models. First model is without shear wall i.e. bare frame and other another model is with shear wall considering opening also in it. For modeling and analysis of both the models, FEM based software ETABS 2016 were used. The analysis of all models was done using Equivalent static method. The comparison of results has been done based on same parameters like base shear, storey drift ratio, lateral displacement, bending moment and shear force.
引用
收藏
页数:12
相关论文
共 50 条
  • [21] Structural analysis of multi-storey buildings
    Sheth, Alpa
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CIVIL ENGINEERING, 2021, 174 (03) : 104 - 105
  • [22] Seismic Response of Y-Shape Multi-Storey Building with Optimum Location of Shear Walls
    Banerjee, Rajiv
    Srivastava, Jyoti Bhushan
    Gupta, Nakul
    INDIAN JOURNAL OF ENGINEERING AND MATERIALS SCIENCES, 2022, 29 (05) : 615 - 621
  • [23] Seismic Performance of Multi-storey Masonry Wall Repaired by Carbon Fiber Reinforced Polymer Grids
    Tao, Yi
    Gu, Jinben
    Xin, Ren
    Yao, Jitao
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2019, 54 (06): : 1258 - 1267
  • [24] Prediction of seismic drifts in multi-storey frames with a new storey capacity factor
    Lu, Yong
    Gu, Xiaoming
    Wei, Jianwu
    ENGINEERING STRUCTURES, 2009, 31 (02) : 345 - 357
  • [25] Seismic evaluation of multi-storey RC frame using modal pushover analysis
    Chandrasekaran, S
    Roy, A
    NONLINEAR DYNAMICS, 2006, 43 (04) : 329 - 342
  • [26] Seismic design of floor–wall joints of multi-storey CLT buildings to comply with regularity in elevation
    Davide Trutalli
    Luca Pozza
    Bulletin of Earthquake Engineering, 2018, 16 : 183 - 201
  • [27] Seismic Evaluation of Multi-Storey RC Frame Using Modal Pushover Analysis
    S. Chandrasekaran
    Anubhab Roy
    Nonlinear Dynamics, 2006, 43 : 329 - 342
  • [28] Nonhyun-dong Multi-storey House - Air Multi-storey
    Jaekyung, Kim
    SPACE, 2017, (597): : 104 - 105
  • [29] Seismic Response of a Three-Dimensional Asymmetric Multi-Storey Reinforced Concrete Structure
    Lim, Hyun-Kyu
    Kang, Jun Won
    Pak, Hongrak
    Chi, Ho-Seok
    Lee, Young-Geun
    Kim, Janghwan
    APPLIED SCIENCES-BASEL, 2018, 8 (04):
  • [30] Research on seismic performance of the multi-storey steel frame structure with additional oil dampers
    Wu Hao
    Qiu Jixiang
    PROCEEDINGS OF THE 2015 4TH INTERNATIONAL CONFERENCE ON SENSORS, MEASUREMENT AND INTELLIGENT MATERIALS, 2016, 43 : 1012 - 1015