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

共 50 条

[41] Dynamic response analysis and comfort evaluation of wind-train-long-span suspension bridge
Wan, Xing
Wang, Shaoqin
Xu, Chuanqiang
Qiao, Hong
Zhang, Xun
WIND AND STRUCTURES, 2025, 40 (01) : 29 - 46
[42] Strong wind characteristics and dynamic response of a long-span suspension bridge during a storm
Fenerci, Aksel
Oiseth, Ole
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2018, 172 : 116 - 138
[43] CONSTRUCTION OF BOUNDARY-LAYER WIND-TUNNEL FOR LONG-SPAN BRIDGES
MIYATA, T
YAMADA, H
YOKOYAMA, K
KANAZAKI, T
IIJIMA, T
TATSUMI, M
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1992, 42 (1-3) : 885 - 896
[44] Synthetical condition assessment of long span suspension bridge based on closeness degree and FAHP
School of Civil Engineering, Southeast University, Nanjing 210096, China
J. Southeast Univ. Engl. Ed., 2007, 2 (261-265):
[45] Temperature loading effects on a long span suspension bridge
Chen, B.
Ng, C. L.
Xu, Y. L.
Wong, K. Y.
Chan, K. W. Y.
PROCEEDINGS OF INTERNATIONAL CONFERENCE ON HEALTH MONITORING OF STRUCTURE, MATERIALS AND ENVIRONMENT, VOLS 1 AND 2, 2007, : 650 - +
[46] Experimental Study and Reliability Assessment of Postfire Hangers at a Long-Span Suspension Bridge
Zhang, Zhaolei
Guo, Tong
Wang, Shiyuan
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2022, 36 (02)
[47] Flutter control by bridge configuration of long-span suspension bridge
Miyata, T
Yamada, H
Katsuchi, H
PROCEEDINGS OF THE SECOND INTERNATIONAL SYMPOSIUM ON ADVANCES IN WIND & STRUCTURES (AWAS'02), 2002, : 489 - 496
[48] Long span suspension bridges - bridge information modeling
Samec, V.
Stampler, J.
Sorsky, H.
Gilmore, T. W.
BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 1005 - 1010
[49] Research on Calculation Method of Main Cable System Construction Control of Long Span Suspension Bridge
梅葵花
孙胜江
何湘峰
公路, 2010, (10) : 1 - 5
[50] Precise stress analysis of bridge pavement in a long span suspension bridge
Huang, Cheng-Zao
Tang, Li-Qun
He, Ting-Hui
Sung, Hui
Wang, Bing-Gang
STRUCTURAL CONDITION ASSESSMENT, MONITORING AND IMPROVEMENT, VOLS 1 AND 2, 2007, : 320 - 325

← 1 2 3 4 5 →