globalchange  > 气候变化与战略
DOI: 10.1007/s11069-020-04010-y
论文题名:
Local wind characteristics on bridge deck of twin-box girder considering wind barriers by large-scale wind tunnel tests
作者: Zhang J.; Zhang M.; Li Y.; Qian Y.; Huang B.
刊名: Natural Hazards
ISSN: 0921030X
出版年: 2020
卷: 103, 期:1
起始页码: 751
结束页码: 766
语种: 英语
中文关键词: Bridge deck ; Twin-box girder ; Wind barriers ; Wind characteristics ; Wind tunnel tests
英文关键词: bridge ; structural component ; wind profile ; wind tunnel ; wind velocity
英文摘要: Traffic accidents on bridges occur occasionally and have attracted the wide attention of the whole society as well as world. Therefore, researching and exploring the wind environment on bridge deck is a significant and urgent incident, which is able to provide crucial reference for vehicle driving safety. In this paper, the wind environments on the bridge deck of twin-box girder with large scale of 1:20.4 are investigated through wide-ranging wind tunnel tests. During the tests, multiple wind barriers with different heights, porosities and opening forms are considered precisely. Also, the wind environments of truss girder are studied and compared in the process of experiment. Eventually, after handling with the data, analyzing the figures and comparing with other test results, the most significant disciplines are as follows: The wind environments of twin-box girder and truss girder are fairly various; the power spectrum and the wind velocity of twin-box girder are much larger, and there is a lag at the wind velocity stabilization point of truss structure. At the same time, while the parameters of wind barriers change, lower porosity creates lower wind velocity and lower power spectrum. And the height of the wind barriers affects the wind profiles a lot on the windward lanes and lower power spectrum. In addition, the effects of the opening form on windproof and power spectrum are relatively limited. © 2020, Springer Nature B.V.
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资源类型: 期刊论文
标识符: http://119.78.100.158/handle/2HF3EXSE/168839
Appears in Collections:气候变化与战略

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作者单位: Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, 610031, China; Sichuan Yakang Expressway Co., Ltd., Chengdu, Sichuan 610041, China

Recommended Citation:
Zhang J.,Zhang M.,Li Y.,et al. Local wind characteristics on bridge deck of twin-box girder considering wind barriers by large-scale wind tunnel tests[J]. Natural Hazards,2020-01-01,103(1)
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