INFLUENCE OF CONSTRUCTION METHOD ON THE BEHAVIOUR OF SUSPENSION BRIDGES WITH MAIN RIGID CABLES

被引：0
|
作者：
Grigorjeva, Tatjana [1 ]
Juozapaitis, Algirdas [1 ]
Kamaitis, Zenonas [1 ]
机构：
[1] Vilnius Gediminas Tech Univ, Sauletekio Ave 11, LT-10223 Vilnius, Lithuania
来源：
MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES, 10TH INTERNATIONAL CONFERENCE 2010, VOL II | 2010年
关键词：
suspension bridges; rigid cables; deformations; internal forces; analytical method; FE analysis;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The suspension bridges are inherently flexible structures and in majority of cases stiffening measures must be incorporated in the design. To give the suspension bridge a more stable appearance, authors proposed to use the main cables of varying bending stiffness. The rigid main cable consists of prefabricated erection segments made of standard steel profiles or have composite sections. One of the main parameter affecting the suspension bridge behaviour is the erection method for main rigid cables. Two scenarios are analysed. Simplified behaviour analysis method and FE modelling for suspension bridges with rigid cables under the action of symmetrical and asymmetrical loadings by considering two scenarios of bridge construction is presented.
引用
收藏
页码：628 / 634
页数：7
相关论文
共 50 条
  • [1] Post-critical behavior of galloping for main cables of suspension bridges in construction phases
    Hua, Xugang (cexghua@hnu.edu.cn), 1600, Academic Press (101):
  • [2] Post-critical behavior of galloping for main cables of suspension bridges in construction phases
    Wang, Chaoqun
    Hua, Xugang
    Huang, Zhiwen
    Tang, Yu
    Chen, Zhengqing
    JOURNAL OF FLUIDS AND STRUCTURES, 2021, 101
  • [3] Galloping of steepled main cables in long-span suspension bridges during construction
    An, Yonghui
    Wang, Chaoqun
    Li, Shengli
    Wang, Dongwei
    WIND AND STRUCTURES, 2016, 23 (06) : 595 - 613
  • [4] Accurate iteration method to calculate the initial states of main cables of suspension bridges
    Chen, Chang-Song
    Chen, Zheng-Qing
    Yan, Dong-Huang
    Gongcheng Lixue/Engineering Mechanics, 2006, 23 (08): : 62 - 68
  • [5] Design of the wrapping wire of the main cables in suspension bridges
    Ma, Wentian
    Shi, Guobin
    Han, Dajian
    Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science), 1999, 27 (11): : 88 - 91
  • [6] Monitoring the structural health of main cables of suspension bridges
    Betti R.
    Sloane M.J.D.
    Khazem D.
    Gatti C.
    Sloane, Matthew Jake Deeble (mjs2235@columbia.edu), 1600, Springer Verlag (06): : 355 - 363
  • [7] Finite element modelling for static behaviour analysis of suspension bridges with varying rigidity of main cables
    Grigorjeva, Tatjana
    Juozapaitis, Algirdas
    Kamaitis, Zenonas
    Paeglitis, Ainars
    BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2008, 3 (03): : 121 - 128
  • [8] Aerodynamic influence of catwalk on main cables of suspension bridges based on wind tunnel test
    Zhengzhou University, Zhengzhou
    450001, China
    不详
    116024, China
    Tumu Gongcheng Xuebao, 6 (79-84):
  • [9] Influence of steel wrapping on magneto-inductive testing of the main cables of suspension bridges
    Christen, R.
    Bergamini, A.
    Motavalli, M.
    NDT & E INTERNATIONAL, 2009, 42 (01) : 22 - 27
  • [10] Experimental investigation of wind-induced vibrations of main cables for suspension bridges in construction phases
    Hua, Xugang
    Wang, Chaoqun
    Li, Shengli
    Chen, Zhengqing
    JOURNAL OF FLUIDS AND STRUCTURES, 2020, 93
12345