Research on the random seismic response analysis for multi- and large-span structures to multi-support excitations

被引：0
|
作者：
Bo Zhao
Yuanqing Wang
Zhihua Chen
Yongjiu Shi
Yang Jiang
Yihong Wang
机构：
[1] Tianjin University,School of Civil Engineering
[2] Tsinghua University,Key Laboratory of Structural Engineering and Vibration of Education Ministry, Department of Civil Engineering
来源：
Earthquake Engineering and Engineering Vibration | 2015年 / 14卷
关键词：
random seismic response; multi-support excitations; large-span structures; wave-passage frequency; coherence function;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The pseudo excitation method (PEM) has been improved into a more practical form, on which the analytic formulae of seismic response power spectral density (PSD) of simplified large-span structural models have been derived. The analytic formulae and numerical computing results of seismic response PSD have been derived to study the mechanism of multi-support excitation effects, such as the wave-passage effect and incoherence effect, for the seismic response of multiand large-span structures. By using a multi-span truss as an example, the influence of multi-support excitation effects on the seismic response of such structures is studied.
引用
下载
收藏
页码：527 / 538
页数：11
相关论文
共 50 条
  • [21] Research of Random Seismic Response of Large-span Multi-tower Cable-Stayed Bridge
    Sun, Caizhi
    Zhao, Lei
    APPLIED MECHANICS AND MATERIALS II, PTS 1 AND 2, 2014, 477-478 : 1046 - 1051
  • [22] Error Study of Displacement Model for Seismic Analysis of Long-Span Structures Subjected to Multi-Support Earthquake Excitations
    Guo, Wei
    Yu, Zhi-wu
    Guo, Zhen
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 4125 - +
  • [23] Seismic analysis of two typical spatial structures under multi-support vertical excitations
    Space Structures Research Center, Zhejiang University, Hangzhou 310027, China
    Gongcheng Lixue, 2007, 2 (85-90):
  • [24] The structural response of Submerged Floating Tunnel to multi-support seismic excitations
    Martire, G.
    Esposto, M.
    Faggiano, B.
    Mazzolani, F. M.
    Landolfo, R.
    Zollo, A.
    Stabile, T. A.
    STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2009, : 19 - +
  • [25] Precise frequency domain transfer matrix method for seismic response analysis of structures under multi-support excitations
    Sun, Jianpeng
    Li, Qingning
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (02): : 48 - 54
  • [26] Seismic analysis of two typical spatial structures under multi-dimensional and multi-support earthquake excitations
    Bai, Feng-Long
    Li, Hong-Nan
    Dalian Ligong Daxue Xuebao/Journal of Dalian University of Technology, 2010, 50 (06): : 990 - 996
  • [27] Random seismic responses of multi-support structures in evolutionary inhomogeneous random fields
    Lin, JH
    Li, JJ
    Zhang, WS
    Williams, FW
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1997, 26 (01): : 135 - 145
  • [28] Modal response analysis of multi-support structures using a random vibration approach
    Heredia-Zavoni, Ernesto
    Santa-Cruz, Sandra
    Silva-Gonzalez, Francisco L.
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2015, 44 (13): : 2241 - 2260
  • [29] ELASTO-PLASTIC ANALYSIS OF LARGE SPAN RETICULATED SHELL STRUCTURE UNDER MULTI-SUPPORT EXCITATIONS
    Bai, Fuyu
    Liu, Junqing
    Li, Long
    TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 54 - 58
  • [30] Seismic response of long-span bridge under multi-support excitation
    Su, Cheng
    Chen, Hai-Bin
    Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science), 2008, 36 (11): : 101 - 107
12345