Data-driven stochastic subspace identification of flutter derivatives of bridge decks

被引:56
作者
Boonyapinyo, Virote [1 ]
Janesupasaeree, Tharach [2 ]
机构
[1] Thammasat Univ, Dept Civil Engn, Pathum Thani 12120, Thailand
[2] Toyo Thai Corp Publ Co Ltd, Bangkok 10110, Thailand
关键词
Flutter derivatives; Data-driven stochastic subspace identification; Wind tunnel test; Bridge decks; Turbulent flow; SYSTEM-IDENTIFICATION; PARAMETER-IDENTIFICATION; AEROELASTIC PARAMETERS; SUSPENSION BRIDGES; MODAL-ANALYSIS; MODEL; WIND;
D O I
10.1016/j.jweia.2010.07.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Most of the previous studies on flutter derivatives have used deterministic system identification techniques in which the buffeting forces and the associated responses are considered as noises In this paper one of the most advanced stochastic system identification the data-driven stochastic subspace identification technique (SSI-DATA) was proposed to extract the flutter derivatives of bridge decks from the buffeting test results An advantage of the stochastic method is that it considers the buffeting forces and the responses as inputs rather than as noises Numerical simulations and wind tunnel tests of a streamlined thin plate model conducted under a smooth flow by the free decay and the buffeting tests were used to validate the applicability of the SSI-DATA method The results were compared with those from the widely used covariance-driven SSI method Wind tunnel tests of a two-edge girder blunt type of Industrial-Ring-Road Bridge deck (IRR) were then conducted under both smooth and turbulent flows The identified flutter derivatives of the thin plate model based on the SSI-DATA technique agree well with those obtained theoretically The results from the thin plate and the IRR Bridge deck helped validate the reliability and applicability of the SSI-DATA technique to various experimental methods and wind flow conditions The results for the two-edge girder blunt type section show that applying the 551-DATA yields better results than those of the SSI-COV The results also indicate that turbulence tends to delay the onset of flutter compared with the smooth flow case (C) 2010 Elsevier Ltd All rights reserved
引用
收藏
页码:784 / 799
页数:16
相关论文
共 32 条
[1]  
[Anonymous], 1996, SUBSPACE IDENTIFICAT, DOI DOI 10.1007/978-1-4613-0465-4
[2]  
[Anonymous], 2006, THEORY BRIDGE AERODY
[3]  
[Anonymous], P 30 C DEC CONTR ENG
[4]   Nonlinear aerostatic stability analysis of suspension bridges [J].
Boonyapinyo, V ;
Lauhatanon, Y ;
Lukkunaprasit, P .
ENGINEERING STRUCTURES, 2006, 28 (05) :793-803
[5]   WIND-INDUCED NONLINEAR LATERAL-TORSIONAL BUCKLING OF CABLE-STAYED BRIDGES [J].
BOONYAPINYO, V ;
YAMADA, H ;
MIYATA, T .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1994, 120 (02) :486-506
[6]   Advanced aerodynamic analysis of suspension bridges by state-space approach [J].
Boonyapinyo, V ;
Miyata, T ;
Yamada, H .
JOURNAL OF STRUCTURAL ENGINEERING, 1999, 125 (12) :1357-1366
[7]   Strategies for aeroelastic parameter identification from bridge deck free vibration data [J].
Brownjohn, JMW ;
Jakobsen, JB .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2001, 89 (13) :1113-1136
[8]  
[陈政清 Chen Zhengqing], 2002, [土木工程学报, China Civil Engineering Journal], V35, P34
[9]   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
[10]  
Dyrbye C., 1996, Wind loads on structures