Wind tunnel: a fundamental tool for long-span bridge design

被引:29
作者
Diana, Giorgio [1 ]
Rocchi, Daniele [1 ]
Belloli, Marco [1 ]
机构
[1] Politecn Milan, Dept Mech Engn, I-20158 Milan, Italy
关键词
wind tunnel; aeroelasticity: vortex-induced vibrations; long-span bridges; wind loads; AKASHI-KAIKYO BRIDGE; FLUTTER DERIVATIVES; BUFFETING ANALYSIS; RESPONSE ANALYSIS; COUPLED FLUTTER; TIME-DOMAIN; IDENTIFICATION; MODEL; SIMULATION; FORCES;
D O I
10.1080/15732479.2014.951860
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An overview of wind tunnel activities and methodologies to support the design of long-span suspension bridges is proposed. The most important aspects of the wind-bridge interaction are investigated considering the aerodynamic phenomena affecting the different parts of the bridge (mainly deck and towers). The experimental activities and results are proposed in the framework of a synergic approach between numerical and experimental methodologies that represent the common practice in defining the full scale aeroelastic behaviour of the bridge starting from scaled reproduction of the wind-bridge interaction. Static and dynamic wind loads, aeroelastic stability, vortex-induced vibrations will be investigated.
引用
收藏
页码:533 / 555
页数:23
相关论文
共 24 条
[1]  
[Anonymous], AM J PHYS
[2]   Toward an Improvement in the Identification of Bridge Deck Flutter Derivatives [J].
Bartoli, Gianni ;
Contri, Stefano ;
Mannini, Claudio ;
Righi, Michele .
JOURNAL OF ENGINEERING MECHANICS, 2009, 135 (08) :771-785
[3]  
Brancaleoni F., 2009, The Messina Strait Bridge: A challenge and a dream
[4]   Time domain vs. frequency domain characterization of aeroelastic forces for bridge deck sections [J].
Caracoglia, L ;
Jones, NP .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2003, 91 (03) :371-402
[5]   Aerodynamic coupling effects on flutter and buffeting of bridges [J].
Chen, XH ;
Matsumoto, M ;
Kareem, A .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2000, 126 (01) :17-26
[6]   Nonlinear response analysis of long-span bridges under turbulent winds [J].
Chen, XZ ;
Kareem, A .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2001, 89 (14-15) :1335-1350
[7]   Aeroelastic analysis of bridges under multicorrelated winds: Integrated state-space approach [J].
Chen, XZ ;
Kareem, A .
JOURNAL OF ENGINEERING MECHANICS, 2001, 127 (11) :1124-1134
[8]   A new technique for identification of eighteen flutter derivatives using a three-degree-of-freedom section model [J].
Chowdhury, AG ;
Sarkar, PP .
ENGINEERING STRUCTURES, 2003, 25 (14) :1763-1772
[9]   Development of new systems to measure the aerodynamic forces on section models in wind tunnel testing [J].
Cigada, A ;
Falco, M ;
Zasso, A .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2001, 89 (7-8) :725-746
[10]   A new numerical approach to reproduce bridge aerodynamic non-linearities in time domain [J].
Diana, G. ;
Resta, F. ;
Rocchi, D. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2008, 96 (10-11) :1871-1884