Research on Estimation Method of Elastic Cable Stiffness of Cable-Stayed Bridge

被引：0
|
作者：
Xu, Li [1 ]
Liu, Kang [1 ]
Zhang, Chao [1 ]
Xu, Yang [1 ]
Huang, Qunjun [1 ]
机构：
[1] Fuzhou Univ, Coll Civil Engn, Fuzhou, Fujian, Peoples R China
来源：
2018 3RD INTERNATIONAL CONFERENCE ON SMART CITY AND SYSTEMS ENGINEERING (ICSCSE) | 2018年
关键词：
Long-span cable-stayed Bridge; Seismic Mitigation; Elastic Cable; Optimum Stiffness; Response Spectrum Method;
D O I：
10.1109/ICSCSE.2018.00022
中图分类号：
TP18 [人工智能理论];
学科分类号：
081104 ; 0812 ; 0835 ; 1405 ;
摘要：
Elastic cable for damping device is used widely in the medium-span cable-stayed bridge for its simple structure and low-cost. In order to study the elastic cable stiffness estimation method for long-span cable-stayed bridges, this paper firstly estimates the optimal stiffness of the elastic cable of a large-span cable-stayed bridge by the simplified formula commonly used for medium-span cable-stayed bridges, and then uses the response spectrum analysis method to determine the elastic cable. The analysis of the optimal stiffness values shows that the simplified method for estimating the optimal stiffness of elastic cables is also applicable to long-span cable-stayed bridges.
引用
收藏
页码：64 / 68
页数：5
相关论文
共 50 条
  • [21] Research on Development of Arch Tower Cable-Stayed Bridge
    Cao, Yishan
    [J]. SUSTAINABLE CITIES DEVELOPMENT AND ENVIRONMENT PROTECTION, PTS 1-3, 2013, 361-363 : 1245 - 1250
  • [22] Research of a New Form Traveler on Cable-Stayed Bridge
    Lei Xiao
    Zhou Yongjun
    Liu Yufeng
    Zhou Yu
    Wang Jianmin
    [J]. MEASUREMENT TECHNOLOGY AND ENGINEERING RESEARCHES IN INDUSTRY, PTS 1-3, 2013, 333-335 : 2119 - +
  • [23] Research on scenery design technique for cable-stayed bridge
    Zhang, Changqing
    Wan, Shui
    Zhang, Li
    [J]. Nanjing Li Gong Daxue Xuebao/Journal of Nanjing University of Science and Technology, 2002, 26 (03): : 316 - 320
  • [24] TENTATIVE RECOMMENDATIONS FOR CABLE-STAYED BRIDGE STRUCTURES AND COMMENTARY ON TENTATIVE RECOMMENDATIONS FOR CABLE-STAYED BRIDGE STRUCTURES
    ISYUMOV, N
    TSCHANZ, T
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1978, 104 (03): : 611 - 613
  • [25] A Method to Rapidly and Accurately Determine Target Cable Forces for Cable-Stayed Bridge
    一种斜拉桥目标状态索力快速精准确定的方法
    [J]. 1600, Wuhan Bridge Research Institute (50): : 25 - 30
  • [26] STIFFNESS ANALYSIS OF CABLE-STAYED BRIDGES
    LAZAR, BE
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST2): : 467 - 467
  • [27] MONTREAL BOASTS CABLE-STAYED BRIDGE
    DEMERS, JG
    SIMONSEN, OF
    [J]. CIVIL ENGINEERING, 1971, 41 (08): : 59 - &
  • [28] CONVERSION OF A SUSPENSION BRIDGE INTO A CABLE-STAYED BRIDGE
    BUCKLAND, PG
    MORGENSTERN, BD
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 1991, 18 (02) : 273 - 281
  • [29] CABLE-STAYED BRIDGE CROSSES THE MISSISSIPPI
    不详
    [J]. WELDING DESIGN & FABRICATION, 1984, 57 (06): : 67 - 70
  • [30] Construction of the hybrid cable-stayed bridge
    Kim, D. G.
    Kwon, H. C.
    Lee, K. J.
    [J]. BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE-CYCLE OPTIMIZATION, 2010, : 3328 - 3333
12345