Numerical Analysis of FSI for the Wind Pressure Distribution on a Light Rail Platform Membrane Roof

被引：0

作者：

Zhou, Ying ^{[1
]}

Zhang, Qin-Lin ^{[1
]}

机构：

[1] Tongji Univ, Dept Bldg Engn, Shanghai, Peoples R China

来源：

TENSINET SYMPOSIUM 2010 - TENSILE ARCHITECTURE: CONNECTING PAST AND FUTURE | 2010年

关键词：

Fluid-Structure Interaction (FSI); Membrane; Platform roofing; Wind pressure distribution;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper reports the results of fill-scale numerical wind tunnel tests of wind pressure on a light rail platform membrane roof. The paper describes the new analysis method of membrane wind-resistant. Membranes are affected by the wind very large. In the opinion of structural design, the pressure distribution coefficients are important in order to increase the reliability level of the design process. Fluid-Structure Interaction (FSI) problem is the key point in the research of Computation. Wind Engineering (CWE). In this paper, a 3-dimensional (3d) model with flow-structure interactions was introduced and solved using ADINA to investigate the deformation of the membrane of the platform roofing. The wind pressure distribution coefficients are calculated.

引用

页码：79 / 85

页数：7

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