WIND-INDUCED VIBRATION RESPONSE ANALYSIS OF LONG SPAN STEEL SPATIAL CORRIDOR

机译：大跨度钢空间风门的风振响应分析

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Aimed at the wind-induced vibration of the long span steel spatial corridor, based on FEM and data obtained from the wind tunnel test, an analysis of time domain is used to calculate the wind-induced vibration factor of along wind displacement of the corridor for Hangzhou citizen. Furthermore, the changing law of wind-induced vibration factor of the displacement of long span steel spatial corridor is also obtained. Characteristics of the dynamic wind-load factor are drawn.

机译：针对大跨度钢结构空间廊道的风致振动，基于有限元法和风洞试验数据，对时域进行分析，计算出沿钢结构风道沿风位移的风致振动因子。杭州市民。此外，还获得了大跨度钢结构空间走廊位移引起的风振因子的变化规律。绘制了动态风荷载系数的特性。

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来源
《International Conference on Tall Buildings; Mini Symposium on Sustainable Cities; Mini Symposium on Planning, Design and Socio-Economic Aspects of Tall Residential Living Environment; 20051206-08; Hong Kong(CN)》|2005年|P.442-446|共5页
会议地点 Hong Kong(CN)
作者
YIMIN ZHENG; XIONGTAO CHENG;
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作者单位

Architectural Design Research Institute of Tongji University, Siping Road 1239 Shanghai 200092, China;

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原文格式 PDF
正文语种 eng
中图分类高层建筑;
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WIND-INDUCED VIBRATION RESPONSE ANALYSIS OF LONG SPAN STEEL SPATIAL CORRIDOR

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