Elastoplastic seismic response analysis of girder bridges by method of superposition of vibration modes due to additional plastic loads

被引：0
|
作者：
Wang, Jinlu [1 ]
Hu, Donglan [1 ]
Dai, Jing [1 ]
机构：
[1] Xi'an Highway Inst, China
来源：
Tumu Gongcheng Xuebao/China Civil Engineering Journal | 1988年 / 21卷 / 04期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
9
引用
收藏
页码：73 / 83
相关论文
共 50 条
  • [21] Error analysis and improvement of the large mass method used in elastic-plastic response analysis of bridges subjected to non-uniform seismic
    Lei H.
    Huang B.
    Liu W.
    Huang J.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2020, 39 (22): : 28 - 34
  • [22] Seismic Response Analysis of Isolated and Nonisolated Continuous Girder Bridges under Multidimensional Near-Field Ground Motions
    Gao, Ying
    Yan, Xiaoyu
    Chen, Junjie
    Zheng, Liang
    Han, Yunshan
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2022, 2022
  • [23] Seismic Response Analysis of Isolated and Nonisolated Continuous Girder Bridges under Multidimensional Near-Field Ground Motions
    Gao, Ying
    Yan, Xiaoyu
    Chen, Junjie
    Zheng, Liang
    Han, Yunshan
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2022, 2022
  • [24] Eigenvalues and modes of distributed-mass symmetric multispan bridges with restrained ends for seismic response analysis
    Fardis, Michael N.
    Tsionis, Georgios
    ENGINEERING STRUCTURES, 2013, 51 : 141 - 149
  • [25] APPLICATION OF MODAL SUPERPOSITION METHOD WITH RESPONSE DEPENDENT NONLINEAR MODES ON THE FORCED RESPONSE ANALYSIS OF BOLTED JOINT CONNECTIONS
    Beyan, Humeyra
    Cigeroglu, Ender
    PROCEEDINGS OF ASME 2023 INTERNATIONAL MECHANICAL ENGINEERING CONGRESS AND EXPOSITION, IMECE2023, VOL 6, 2023,
  • [26] Effective-mode superposition response spectrum method for three dimensional seismic response analysis of underground structures
    Gao, Zhidong
    Zhao, Mi
    Du, Xiuli
    Wang, Jinting
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 174
  • [27] Plastic damage response analysis of concrete gravity dam due to obliquely incident seismic waves
    Li M.
    Zhang J.
    Zhang M.
    Min Q.
    Shi B.
    Shuili Xuebao/Journal of Hydraulic Engineering, 2019, 50 (11): : 1326 - 1338and1349
  • [28] Seismic Fragility Analysis of an Isolated Continuous Girder Bridge Using the Response Surface Method with Random Factors
    Long, X. H.
    Fan, J.
    Yang, B. B.
    Chen, B. L.
    ADVANCES IN STRUCTURAL ENGINEERING, 2015, 18 (12) : 2059 - 2073
  • [29] Modal and Forced Response Analysis of Vehicle Systems With Latent Vibration Modes Due to Hydraulic Mounts
    Sakong, Hyeon Gyu
    Hur, Gyunchul
    Kim, Kwang-Joon
    Jeon, Wonju
    JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 2020, 142 (04):
  • [30] Dynamic characteristics and seismic response analysis of cable-stayed bridges taking into account cable lateral vibration
    Bu, Zhan-Yu
    Xie, Xu
    Zhang, He
    ADVANCES IN STRUCTURAL ENGINEERING:THEORY AND APPLICATIONS VOLS 1 AND 2, 2006, : 551 - 556
12345