BRIDGE BUFFETING DUE TO WIND WITH YAW ANGLES

被引：25

作者：

KIMURA, K

TANAKA, H

机构：

[1] Department of Civil Engineering, University of Ottawa, Ottawa, Ont. K1N 6N5

来源：

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

关键词：

13;

D O I：

10.1016/0167-6105(92)90139-2

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The bridge response under turbulent wind with yaw angle, i.e. under a wind not coming from normal to the bridge axis, was studied. Cantilever flat plate models showed a peculiar response which became larger than expected under the wind coming from the free end direction. A modified buffeting analysis was proposed with which the experimental findings were generally well explained.

引用

页码：1309 / 1320

页数：12