Cable Deflection and Gravity Stiffness of Cable-Stayed Suspension Bridge

被引：4
|
作者：
Xia, Guoping [1 ,2 ]
Zhang, Zhe [3 ]
机构：
[1] Engn Tech Res Ctr Water Saving Irrigat & Water Re, Yinchuan 750021, Peoples R China
[2] Ningxia Univ, Coll Civil & Hydraul Engn, Yinchuan 750021, Peoples R China
[3] Dalian Univ Technol, Bridge Sci Res Inst, Dalian 116024, Peoples R China
来源：
ADVANCES IN CIVIL ENGINEERING, PTS 1-6 | 2011年 / 255-260卷
关键词：
Cable-stayed Suspension Bridge; Gravity Stiffness; Energy Relation Principle;
D O I：
10.4028/www.scientific.net/AMR.255-260.1039
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper studye the cable deflections of cable-stayed suspension bridge subject to living load, in addition, an analytical formula of the gravity stiffness of the cable-stayed suspension bridge is derived. Duo to the dead load state in the cable-stayed part is more differ from that in the suspension pad, the research aim at different parts of the cable in the cable-stayed suspension bridge. Using the energy relation principle associated with deformation of the cable, the cable deflections and gravity stiffness of cable-stayed suspension bridge are derived.
引用
收藏
页码：1039 / +
页数：2
相关论文
共 50 条
  • [1] Parametric Study of Cable Deflection and Gravity Stiffness of Cable-Stayed Suspension Bridge
    Xia, Guoping
    [J]. MATERIALS SCIENCE, CIVIL ENGINEERING AND ARCHITECTURE SCIENCE, MECHANICAL ENGINEERING AND MANUFACTURING TECHNOLOGY, PTS 1 AND 2, 2014, 488-489 : 445 - 448
  • [2] Effect of cable stiffness on a cable-stayed bridge
    Wang, YC
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, 1999, 8 (01) : 27 - 38
  • [3] 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
  • [4] Sensitivity Analysis of Deflection Variation of the Cable-Stayed Bridge to the Cable Damage
    Yang, Yanxiao
    Su, Mubiao
    Liu, Heng
    [J]. BUILDINGS, 2023, 13 (04)
  • [5] CABLE-STAYED VERSUS CLASSICAL SUSPENSION BRIDGE
    PODOLNY, W
    [J]. TRANSPORTATION ENGINEERING JOURNAL OF ASCE, 1977, 103 (04): : 541 - 541
  • [6] CABLE-STAYED VERSUS CLASSICAL SUSPENSION BRIDGE
    PODOLNY, W
    [J]. TRANSPORTATION ENGINEERING JOURNAL OF ASCE, 1976, 102 (02): : 291 - 310
  • [7] CABLE-STAYED VERSUS CLASSICAL SUSPENSION BRIDGE
    CARR, JR
    [J]. TRANSPORTATION ENGINEERING JOURNAL OF ASCE, 1976, 102 (04): : 887 - 888
  • [8] Research on Estimation Method of Elastic Cable Stiffness of Cable-Stayed Bridge
    Xu, Li
    Liu, Kang
    Zhang, Chao
    Xu, Yang
    Huang, Qunjun
    [J]. 2018 3RD INTERNATIONAL CONFERENCE ON SMART CITY AND SYSTEMS ENGINEERING (ICSCSE), 2018, : 64 - 68
  • [9] Analysis on Deflection Characteristics of Steel Cable-Stayed Bridge
    Liu Xiaoling
    Huang Qiao
    Ren Yuan
    [J]. Transactions of Nanjing University of Aeronautics and Astronautics, 2018, 35 (05) : 890 - 895
  • [10] Dynamic investigation of a hybrid suspension and cable-stayed bridge
    Paultre, P
    Proulx, J
    Bégin, T
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2000, 29 (05): : 731 - 739
12345