Theoretical analysis and wind tunnel tests were carried out to study the influence of background porosity on wind-induced internal pressure response for structures with openings.
通过理论分析与风洞试验研究背景孔隙对开孔结构风致内压响应的影响。
The total wind induced background and resonant response can be obtained by the superposition of dominant-coupling modals and SRSS results of each dominant modals.
在此基础上提出结构总的背景响应和总共振响应可以分别采用各自主要参振模态的SRSS组合结果再叠加强模态耦合项的贡献得到。
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