Development of computational software for flutter reliability analysis of long span bridges

被引:0
|
作者
Cheng, Jin [1 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
关键词
computer software; structural reliability; flutter; long span bridges; SUSPENSION BRIDGES;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The flutter reliability analysis of long span bridges requires use of a software tool that predicts the uncertainty in a flutter response due to uncertainties in the model formulation and input parameters. Existing flutter analysis numerical codes are not capable of dealing with stochastic uncertainty in the analysis of long span bridges. The goal of the present work is to develop a software tool (FREASB) to enable designers to efficiently and accurately conduct flutter reliability analysis of long span bridges. The FREASB interfaces an open-source Mat lab toolbox for structural reliability analysis (FERUM) with a typical deterministic flutter analysis code. The paper presents a brief introduction to the generalized first-order reliability method implemented in FREASB and key steps involved in coupling it with a typical deterministic flutter analysis code. A numerical example concerning flutter reliability analysis of a long span suspension bridge with a main span of 1385 m is presented to demonstrate the application and effectiveness of the methodology and the software.
引用
收藏
页码:209 / 221
页数:13
相关论文
共 50 条
  • [1] Development of computational software for flutter reliability analysis of long span bridges
    Cheng, J. (chengjin@tsinghua.org.cn), 1600, Techno Press (15): : 209 - 221
  • [2] Reliability based analysis of torsional divergence of long span suspension bridges
    Cheng, Jin
    Li, Q. S.
    WIND AND STRUCTURES, 2009, 12 (02) : 121 - 132
  • [3] Coupled flutter analysis of long-span bridges using full set of flutter derivatives
    Tan-Van Vu
    Kim, Young-Min
    Lee, Hak-Eun
    KSCE JOURNAL OF CIVIL ENGINEERING, 2016, 20 (04) : 1501 - 1513
  • [4] Efficient Approach for Reliability Assessments on Aeroinstability of Long-Span Bridges
    Su, Cheng
    Luo, Junjie
    Xiao, Chunfa
    JOURNAL OF BRIDGE ENGINEERING, 2013, 18 (06) : 570 - 575
  • [5] Multimode coupled flutter and buffeting analysis of long span bridges
    Chen, XZ
    Kareem, A
    Matsumoto, M
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2001, 89 (7-8) : 649 - 664
  • [6] A practical engineering method for the flutter analysis of long span bridges
    Beith, JG
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1998, 77-8 : 357 - 366
  • [7] A parametric analysis of the flutter instability for long span suspension bridges
    Como, M
    Del Ferraro, S
    Grimaldi, A
    WIND AND STRUCTURES, 2005, 8 (01) : 1 - 12
  • [8] Improvement analysis of long-span bridges flutter:: Messina bridge example
    Jurado, J. A.
    Leon, A.
    Nieto, F.
    Hernandez, S.
    ART OF RESISTING EXTREME NATURAL FORCES, 2007, 58 : 11 - 20
  • [9] Reliability based design optimization of long-span bridges considering flutter
    Kusano, Ibuki
    Baldomir, Aitor
    Angel Jurado, Jose
    Hernandez, Santiago
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2014, 135 : 149 - 162
  • [10] Flutter reliability analysis of suspension bridges
    Cheng, J
    Cai, CS
    Xiao, RC
    Chen, SR
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2005, 93 (10) : 757 - 775