WIND BUFFETING OF A RECTANGULAR BOX GIRDER BRIDGE

被引：32

作者：

HJORTHHANSEN, E

JAKOBSEN, A

STROMMEN, E

机构：

[1] SINTEF STRUCT ENGN,N-7034 TRONDHEIM,NORWAY

[2] AKER VERDAL AS,N-7650 VERDALSORA,NORWAY

来源：

JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 1992年 / 42卷 / 1-3期

关键词：

D O I：

10.1016/0167-6105(92)90128-W

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This article is based on wind tunnel tests with aeroelastic and fixed models regarding time-average and fluctuating response, and wind loading on very bluff box-girder bridges with vertical side faces. Such cross-sections are often used for prestressed concrete bridges constructed by the balanced cantilever method. The load generation is studied through measurement of pressures around the perimeter and for different cross-sections with emphasis on the spectral density and correlation/coherence of the fluctuating components.

引用

页码：1215 / 1226

页数：12

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