The effects of turbulence on long-span bridge stability

被引：0
|
作者：
Haan, FL [1 ]
Kareem, A [1 ]
Szewczyk, AA [1 ]
机构：
[1] Univ Notre Dame, Notre Dame, IN 46556 USA
来源：
STRUCTURAL SAFETY AND RELIABILITY, VOLS. 1-3 | 1998年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A study of turbulence effects on long-span bridge flow structure was initiated using a rectangular cylinder as an initial case. In light of inconsistencies in the results of past studies of turbulence effects, this effort focuses on the relative importance of the entire range of turbulent scales.;An active turbulence generation system was used to vary turbulence parameters while distributions of mean, rms, and peak pressure coefficients were examined.
引用
收藏
页码：1465 / 1468
页数：4
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