Model and Analysis of Dynamic Characteristic on Cable-stayed Bridge with FEM

被引：0
|
作者：
Liu, Lifang [1 ]
Niu, Xiaoxia [2 ]
Wang, Yu [3 ]
Liu, Xiaoman [3 ]
机构：
[1] XingLong Real Estate Co Ltd, Qinhuangdao, Peoples R China
[2] Yanshan Univ, Coll Informat & Technol Engn, Qinhuangdao, Peoples R China
[3] Yanshan Univ, Dept Engn Mech, Qinhuangdao 066004, Peoples R China
来源：
ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6 | 2012年 / 368-373卷
关键词：
cable-stayed bridge; FEM; model analysis; dynamic characteristic; model;
D O I：
10.4028/www.scientific.net/AMR.368-373.1069
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Using the finite element method to establish refined finite element model and the simplified mode of cross line cable-stayed bridge "yan Hong qiao" of the yanshan university. And using ANSYS structure analysis procedures to analysis the vibration characteristic, the first10 order natural frequency and the correspo- nding vibration mode were given. Then, compared and analysis the refined model and the simplified model, the establishment of finite element model in general engineering analysis, correction method and validation suggestions.
引用
下载
收藏
页码：1069 / +
页数：3
相关论文
共 50 条
  • [1] Analysis of the parameter vibrations of the cable in cable-stayed bridge by FEM
    Wei, Jian-dong
    Yang, You-fa
    Che, Hui-min
    Gong Cheng Li Xue/Engineering Mechanics, 2000, 17 (06): : 130 - 134
  • [2] MODELING OF A CABLE-STAYED BRIDGE FOR DYNAMIC ANALYSIS
    WILSON, JC
    GRAVELLE, W
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1991, 20 (08): : 707 - 721
  • [3] Analysis of dynamic characteristic of cylindrical-type bridge towers of the large cable-stayed bridge
    Military Transportation Institute, Tianjin 300161, China
    不详
    Xi'an Jianzhu Keji Daxue Xuebao, 2008, 2 (231-237):
  • [4] DYNAMIC BEHAVIOR OF A CABLE-STAYED BRIDGE
    FLEMING, JF
    EGESELI, EA
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1980, 8 (01): : 1 - 16
  • [5] Reference FEM model for SHM system of cable-stayed bridge in Rzeszow
    Mariak, A.
    Miskiewicz, M.
    Meronk, B.
    Pyrzowski, L.
    Wilde, K.
    ADVANCES IN MECHANICS: THEORETICAL, COMPUTATIONAL AND INTERDISCIPLINARY ISSUES, 2016, : 383 - 387
  • [6] Dynamic reliability analysis for buffeting of cable-stayed bridge
    Lu, W.
    Qiang, S.
    Li, X.
    2001, Chinese Vibration Engineering Society (20)
  • [7] Dynamic assessment of curved cable-stayed bridge by model updating
    Brownjohn, JMW
    Xia, PQ
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (02): : 252 - 260
  • [8] Dynamic Analysis of a Composite Cable-Stayed Bridge: Escaleritas Viaduct
    Pantaleon, Marcos J.
    Ramon Ramos, Oscar
    Ortega, Guillermo
    Manuel Martinez, Jose
    Schanack, Frank
    JOURNAL OF BRIDGE ENGINEERING, 2010, 15 (06) : 653 - 660
  • [9] Analysis of dynamic characteristic of multi-pylon cable-stayed bridge with corrugated steel webs
    1600, Wuhan Bridge Research Institute (46):
  • [10] Dynamic field tests and modal analysis of a cable-stayed bridge
    Chen, C. H.
    Huang, M. C.
    Weng, C. Y.
    PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM ON ENVIRONMENT VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, ISEV 2007, 2007, : 661 - 666
12345