Seismic Performance Evaluation of Large Span Cable-stayed bridges

被引：0
|
作者：
Zhang, Min [1 ]
Qin, Sifeng [1 ]
Song, Li [1 ]
机构：
[1] Dalian Univ, Ctr Mat Failure Modeling Res, Dalian 116622, Peoples R China
来源：
APPLIED MECHANICS AND MATERIALS II, PTS 1 AND 2 | 2014年 / 477-478卷
关键词：
Performance Evaluation; Pushover; RHA; Lateral Load Patterns; Capacity Curve;
D O I：
10.4028/www.scientific.net/AMM.477-478.1029
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
This paper focuses on the performance evaluation of long span cable-stayed bridge. Pushover method has been compared with RHA method to verify its validity. A specific bridge has been calculated by pushover analysis method using several different lateral load patterns. With four typical seismic analysis methods on the structure, the pushover analysis capacity curves have been compared with the RHA's. It is demonstrated that the pushover method is accurate enough to be used in Engineering.
引用
收藏
页码：1029 / +
页数：3
相关论文
共 50 条
  • [31] APPLICATIONS OF CFRP COMPONENTS IN LONG SPAN CABLE-STAYED BRIDGES
    Xiong, Wen
    Cai, C. S.
    Zhang, Yin
    Xiao, Ru-Cheng
    Deng, Lu
    PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II, 2010, : 1597 - 1605
  • [32] Research on Dynamic Characteristics for Large Span Cable-stayed Suspension Bridges with CFRP Cables
    Liu, Ronggui
    Feng, Guoying
    Chen, Bei
    ADVANCED MATERIALS AND ENGINEERING MATERIALS II, 2013, 683 : 845 - 850
  • [33] Cable-stayed bridges chatter performance analysis
    Guo Qinghua
    Proceedings of the 2016 International Conference on Engineering and Technology Innovations, 2016, 43 : 302 - 306
  • [34] Seismic performance evaluation of large-span offshore cable-stayed bridges under non-uniform earthquake excitations including strain rate effect
    LI Chao
    LI HongNan
    ZHANG Hao
    SU JunSheng
    LI RouHan
    DING YiMing
    Science China(Technological Sciences), 2020, 63 (07) : 1177 - 1187
  • [35] Bearing Capacity Estimates of the Parallel Wire Cables of Large Span Cable-stayed Bridges
    Bai, Bing
    Li, Xiao-Long
    Li, Yue-Ling
    PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON MATERIAL ENGINEERING AND APPLICATION (ICMEA 2016), 2016, 103 : 227 - 233
  • [36] Natural periods of long-span cable-stayed bridges
    Bruno, Domenico
    Leonardi, Angelo
    Journal of Bridge Engineering, 1997, 2 (03) : 105 - 115
  • [37] STATICAL BEHAVIOR OF LONG-SPAN CABLE-STAYED BRIDGES
    COMO, M
    GRIMALDI, A
    MACERI, F
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1985, 21 (08) : 831 - 850
  • [38] Bridges - Hybrid span combines suspension, cable-stayed systems
    Brown, Jeff L.
    CIVIL ENGINEERING, 2006, 76 (09): : 16 - 17
  • [39] OPTIMUM ANCHORING FOR LONG SPAN CABLE-STAYED BRIDGES.
    Ohtsuka, Hisanori
    Ohta, Toshiaki
    Imai, Fujio
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1984, (350): : 87 - 95
  • [40] Seismic performance evaluation of large-span offshore cable-stayed bridges under non-uniform earthquake excitations including strain rate effect
    LI Chao
    LI HongNan
    ZHANG Hao
    SU JunSheng
    LI RouHan
    DING YiMing
    Science China(Technological Sciences), 2020, (07) : 1177 - 1187
12345