Earthquake response analysis for stairs about frame structure

被引:13
|
作者
Sun, Hongling [1 ]
Zhang, Aiping [1 ]
Cao, Jiangtao [1 ]
机构
[1] Southwest Petr Univ, Coll Civil Engn & Architecture, Chengdu 610500, Peoples R China
关键词
Plate stairs; Earthquake damages; ETABS; Stair anti-seismic design;
D O I
10.1016/j.engfailanal.2013.06.023
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Based on the 2008 code for anti-seismic design of the buildings, the earthquake damages about the staircases and stairs in Wenchuan Earthquake are briefly analyzed. To study the stair influence about frame structure for seismic performances, the structural dynamic property about the stair location, the whole structure response and the bearing capacity of the stair components are analyzed through computational datum of ETABS software. The analyses shows that the supporting effect of staircases alters natural period, angular displacement between the layers and internal forces in frame columns of the whole structure and makes great influence on the whole structure strength. We should pay much attention to the seismic design about stairs. Some concepts of earthquake-proof design and construction measures are also put forward in the paper. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:490 / 496
页数:7
相关论文
共 50 条
  • [31] Earthquake response of shearwall-frame building structures
    Rosman, Riko
    Proceedings of the European Conference on Structural Dynamics, 1991,
  • [32] Finite element analysis of joints seismic performance of frame structure under strong earthquake
    Yang, Hai-Xu
    Liang, Yu
    Chen, Xi-Guang
    Xue, Tian-Qiong
    MECHANICS AND ARCHITECTURAL DESIGN, 2017, : 443 - 453
  • [33] Analysis on collapse resistant capability of reinforced concrete frame structure under wenchan earthquake
    Yue, Mao-Guang
    Wang, Dong-Sheng
    Sun, Zhi-Guo
    Su, Zhi-Bin
    Gongcheng Lixue/Engineering Mechanics, 2012, 29 (11): : 250 - 256
  • [34] Strain Rate Effect on the Progressive Collapse Analysis of RC Frame Structure under Earthquake
    Wang, Wenming
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [35] Reliability Analysis of Earthquake Resistance of Multi-storey Frame Structure of Intermediate State
    Zhang Peng
    Han Leikai
    PROCEEDINGS OF 2011 INTERNATIONAL SYMPOSIUM - GEOSPATIAL INFORMATION TECHNOLOGY & DISASTER PREVENTION AND REDUCTION, 2011, : 343 - 348
  • [36] Seismic response analysis of frame structure with uneven settlement of foundation
    Bao, C.
    Xu, F. Z.
    Chen, G.
    Zhang, S. R.
    Lim, K. S.
    Ma, X. T.
    Hamid, N. H.
    PHYSICS AND CHEMISTRY OF THE EARTH, 2020, 120
  • [37] Nonlinear Seismic Response Analysis of RAC Space Frame Structure
    Wang, Changqing
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4, 2013, 405-408 : 1046 - 1050
  • [38] Dynamic response analysis of a frame structure in progressive collapse phenomena
    Wang, Tie-Cheng
    Liu, Chuan-Qing
    Zhendong yu Chongji/Journal of Vibration and Shock, 2010, 29 (05): : 69 - 73
  • [39] Earthquake Damage and Design Requirement of Stair in Frame Structure
    Cheng, Yuanbing
    Wang, Kang
    Ren, Yongqiang
    CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 1461 - 1465
  • [40] Random earthquake response analysis of eccentric structure with base isolation
    Wang, Aping
    Chang, Peng
    Zhang, Peng
    ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 915 - +