Seat width requirement for skewed bridges under seismic loads

被引：0
|
作者：
机构：
[1] Maleki, S.
[2] Bagheri, S.
来源：
Bagheri, S. (s-bagheri@tabrizu.ac.ir) | 1600年 / Sharif University of Technology卷 / 21期
关键词：
12;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [1] Seat width requirement for skewed bridges under seismic loads
    Maleki, S.
    Bagheri, S.
    SCIENTIA IRANICA, 2014, 21 (05) : 1471 - 1479
  • [2] Fragility of skewed bridges under orthogonal seismic ground motions
    Bhatnagar, Unmukt R.
    Banerjee, Swagata
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2015, 11 (09) : 1113 - 1130
  • [3] Orthogonal effects in seismic analysis of skewed bridges
    Maleki, S.
    Bisadi, V.
    JOURNAL OF BRIDGE ENGINEERING, 2006, 11 (01) : 122 - 130
  • [4] Seismic fragility assessment of Chilean skewed highway bridges
    Aldea, Sofia
    Bazaez, Ramiro
    Astroza, Rodrigo
    Hernandez, Francisco
    ENGINEERING STRUCTURES, 2021, 249
  • [5] Seismic response of skewed bridges including pounding effects
    Kun, Chern
    Yang, Ziqi
    Chouw, Nawawi
    EARTHQUAKES AND STRUCTURES, 2018, 14 (05) : 467 - 476
  • [6] Seismic behavior of integral skewed continuous girder bridges
    Zhao Q.-H.
    Wang Q.-W.
    Dong S.
    Chen B.-C.
    Liu C.
    Ren W.
    Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering, 2022, 22 (06): : 232 - 244
  • [7] Seismic fragility curves for highly skewed highway bridges
    Bavaghar, Yavar
    Bayat, Mahmoud
    JOURNAL OF VIBROENGINEERING, 2017, 19 (04) : 2749 - 2758
  • [8] Effect of elastomeric bearings on seismic response of skewed bridges
    Maleki, S
    COMPUTATIONAL CIVIL AND STRUCTURAL ENGINEERING, 2000, : 177 - 182
  • [9] Seismic loads and response for continuous bridges
    Dogaki, M
    Shiraki, W
    Nowak, AS
    Tsuda, H
    ADVANCES IN STRUCTURAL DYNAMICS, VOLS I & II, 2000, 10 : 383 - 390
  • [10] Continuity of precast prestressed spliced-girder bridges under seismic loads
    Holombo, J
    Priestley, MJN
    Seible, F
    PCI JOURNAL, 2000, 45 (02): : 40 - +
12345