Experimental investigation of rain-wind-induced vibration of cables in cable-stayed bridges and its mitigation

被引：136

作者：

Gu, M ^{[1
]}

Du, XQ ^{[1
]}

机构：

[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China

来源：

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 2005年 / 93卷 / 01期

基金：

中国国家自然科学基金;

关键词：

cable-stayed bridge-; stay cable; rain-wind-induced vibration; wind tunnel test; mitigation;

D O I：

10.1016/j.jweia.2004.09.003

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Rain-wind-induced vibration of cables in cable-staved bridges is presently a worldwide problem of great concern. Because it is sensitively influenced by many parameters. this peculiar phenomenon is difficult to be replicated in laboratory conditions; its mechanism has not been well explained yet. In this paper, the phenomenon of rain-wind-induced vibration of a cable model is successfully reproduced under actual rain conditions in a wind tunnel. The effects of several main factors, including the inclination angle, frequency and damping of the cable as well as the wind yaw angle, etc. on the characteristics of rain-wind-induced vibration are investigated in detail in the test. The countermeasures of double-spiral wires and dampers for the mitigation of the vibration are also experimentally studied. The results show that the size and twine direction and the pitch of the spiral wires twined on the surface of cables have great effects on the mitigation efficiency of rain-wind-induced vibration of cables. (C) 2004 Elsevier Ltd. All rights reserved.

引用

页码：79 / 95

页数：17

共 18 条

[1] Wind- and rain-induced oscillations of cables of stayed bridges [J].

Bosdogianni, A ;

Olivari, D .

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1996, 64 (2-3) :171-185

[2] Rain-wind induced vibration of inclined stay cables. Part I: Experimental investigation and physical explanation [J].

Cosentino, N ;

Flamand, O ;

Ceccoli, C .

WIND AND STRUCTURES, 2003, 6 (06) :471-484

[3] RAIN-WIND INDUCED VIBRATION OF CABLES [J].

FLAMAND, O .

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1995, 57 (2-3) :353-362

[4]

Geurts CPW, 1999, WIND ENGINEERING INTO THE 21ST CENTURY, VOLS 1-3, P885

[5] Parametric study on multiple tuned mass dampers for buffeting control of Yangpu Bridge [J].

Gu, M ;

Chen, SR ;

Chang, CC .

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2001, 89 (11-12) :987-1000

[6]

GU M, 1998, SHANGHAI J MECH, V21, P281

[7] RAIN-WIND INDUCED VIBRATIONS OF CABLES IN CABLE STAYED BRIDGES [J].

HIKAMI, Y ;

SHIRAISHI, N .

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1988, 29 (1-3) :409-418

[8]

Larose G., 1999, IABSE C CABL STAYED, P301

[9]

Main JA, 1999, WIND ENGINEERING INTO THE 21ST CENTURY, VOLS 1-3, P963

[10]

MATSUMOTO M, 1992, J WIND ENG IND AEROD, V43, P2011

← 1 2 →