Construction stages of the long span suspension Izmit Bay Bridge: Wind tunnel test assessment

被引：34

作者：

Diana, G. ^{[1
]}

Yamasaki, Y. ^{[2
]}

Larsen, A. ^{[3
]}

Rocchi, D. ^{[1
]}

Giappino, S. ^{[1
]}

Argentini, T. ^{[1
]}

Pagani, A. ^{[1
]}

Villani, M. ^{[1
]}

Somaschini, C. ^{[1
]}

Portentoso, M. ^{[1
]}

机构：

[1] Politecn Milan, Dipartimento Maccan, I-20156 Milan, Italy

[2] IHI Infrastruct Syst Co Ltd, Minato Ku, Tokyo, Japan

[3] COWI A S, DK-2800 Kongens Lyngby, Denmark

来源：

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 2013年 / 123卷

关键词：

Long span suspension bridge; Erection stage; Completion stage; Aeroelastic model; Flutter instability; Buffeting response; FULL AEROELASTIC MODEL; PREDICTION; STABILITY; ERECTION;

D O I：

10.1016/j.jweia.2013.09.006

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A comparison of the aeroelastic response of four 1:220 aeroelastic models representing three different construction stages and the completion stage of the Izmit Bay suspension bridge in Turkey is presented. Wind tunnel tests were performed in the same laboratory both in smooth and turbulent flow conditions to investigate the aeroelastic stability and the buffeting response. Completion bridge results are used as a reference for considerations on how the variation of the structural characteristics and the different aerodynamics of the various construction stages influence the bridge stability and the buffeting response. (C) 2013 Elsevier Ltd. All rights reserved.

引用

页码：300 / 310

页数：11

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