Comparative of single pendulum and triple pendulum seismic isolation bearings on the St. Laurent Bridge, Quebec, Canada

被引:0
|
作者
Barbas, J. [1 ]
Matusewitch, P. [1 ]
Williams, M. [1 ]
机构
[1] Arup, Los Angeles, CA 90066 USA
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The St. Laurent Bridge, part of the new A30 highway in Quebec, is a low-level crossing over the St. Laurent River. This concrete structure supported on short stocky piers has been designed with seismic isolation to reduce the otherwise high seismic demand due to its support configuration. The seismic design compared the use of friction pendulum bearings in two of their modalities, single and triple pendulum, to determine which was most effective. In this particular case the single pendulum bearings performed slightly better, although the triple pendulum bearings were selected based on supplier price.
引用
收藏
页码:105 / 125
页数:21
相关论文
共 40 条
  • [21] Bracket bridge over the St. Lorenz-Strom in Quebec, Canada.
    Barkhausen, G
    ZEITSCHRIFT DES VEREINES DEUTSCHER INGENIEURE, 1907, 51 : 459 - 464
  • [22] Cantilever bridge across the St. Lorenz river near Quebec in Canada.
    Barkhausen, G
    ZEITSCHRIFT DES VEREINES DEUTSCHER INGENIEURE, 1907, 51 : 361 - 368
  • [23] Seismic performance of column supporting single-layer reticulated domes with friction pendulum bearings
    Dewen Kong
    Lingling Wang
    Feng Fan
    Xudong Zhi
    International Journal of Steel Structures, 2017, 17 : 471 - 480
  • [24] Seismic performance of column supporting single-layer reticulated domes with friction pendulum bearings
    Kong, Dewen
    Wang, Lingling
    Fan, Feng
    Zhi, Xudong
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2017, 17 (02) : 471 - 480
  • [25] Study on seismic performance of inter-story isolation structure with shape memory alloy friction pendulum bearings
    Xian Z.
    Tan P.
    Zheng W.
    Chen H.
    Liu Y.
    Yang K.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2024, 45 (08): : 141 - 153
  • [26] Seismic isolation of buildings with multi-stage friction pendulum bearings: design, analysis, and energy dissipation perspectives
    Habib, Ahed
    AL Houri, Ausamah
    Al-Sadoon, Zaid A.
    Barakat, Samer
    Saatcioglu, Murat
    INTERNATIONAL JOURNAL OF DYNAMICS AND CONTROL, 2025, 13 (02)
  • [27] Seismic Analysis of Coupled High-Speed Train-Bridge with the Isolation of Friction Pendulum Bearing
    Hong, Xinmin
    Guo, Wenhua
    Wang, Zihao
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [28] Isolation research of friction pendulum bearings in K8 single-layer reticulated domes
    Kong, Dewen
    Fan, Feng
    Zhi, Xudong
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2015, 47 (12): : 9 - 15
  • [29] Seismic isolation effect of a new type of friction pendulum bearing in high-speed railway girder bridge
    Wei, Biao
    Wan, Kecheng
    Wang, Weihao
    Hu, Zhangliang
    Jiang, Lizhong
    Li, Shanshan
    STRUCTURES, 2023, 51 : 776 - 790
  • [30] Seismic Performance Assessment of a Single-Layer Spherical Lattice Shell Structure with Multifunctional Friction Pendulum Bearings
    Zhuang, Peng
    Wei, Luyao
    Han, Miao
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2022, 22 (11)