Application of indicial functions in bridge deck aeroelasticity

被引：54

作者：

Costa, Carlotta ^{[1
]}

Borri, Claudio ^{[1
]}

机构：

[1] Univ Florence, Dipartimento Ing Civile, I-50142 Florence, Italy

来源：

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 2006年 / 94卷 / 11期

关键词：

bridge aeroelasticity; time-domain simulations; unsteady forces; indicial functions; flutter instability;

D O I：

10.1016/j.jweia.2006.06.007

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This contribution deals with some recent studies on numerical and analytical models for the evaluation of aeroelastic response of cross-section models of long span bridges. The time-domain indicial approach, whose validity has been only partially investigated in the past, is selected for the modeling of self-excited forces. Sets of indicial function coefficients are estimated for rectangular cross-sections, and their applicability is proven, through time-domain simulations and comparison with experimental tests. Critical flutter condition and dynamic pre-critical and post-critical behaviors are evaluated. (c) 2006 Elsevier Ltd. All rights reserved.

引用

页码：859 / 881

页数：23

共 27 条

[1]

Bisplinghoff R. L., 1955, AEROELASTICITY

[2] 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

[3] Non-stationary flow forces for the numerical simulation of aeroelastic instability of bridge decks [J].

Borri, C ;

Costa, C ;

Zahlten, W .

COMPUTERS & STRUCTURES, 2002, 80 (12) :1071-1079

[4] Aeroelastic wind forces on flexible bridge girders [J].

Borri, C ;

Höffer, R .

MECCANICA, 2000, 35 (01) :1-15

[5]

BUCHER CG, 1989, J WIND ENG IND AEROD, V91, P609

[6] A methodology for the experimental extraction of indicial functions for streamlined and bluff deck sections [J].

Caracoglia, L ;

Jones, NP .

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2003, 91 (05) :609-636

[7] 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

[8] Time domain flutter and buffeting response analysis of bridges [J].

Chen, XZ ;

Matsumoto, M ;

Kareem, A .

JOURNAL OF ENGINEERING MECHANICS-ASCE, 2000, 126 (01) :7-16

[9]

DYRBYE EH, 1996, WIND EFFECTS STRUCTU

[10]

Fung YC, 1993, INTRO THEORY AEROELA

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