钟振宇, 楼文娟. 基于风重耦合效应超高层建筑顺风向等效静力风荷载[J]. 工程力学, 2016, 33(5): 74-81. DOI: 10.6052/j.issn.1000-4750.2014.09.0825
引用本文: 钟振宇, 楼文娟. 基于风重耦合效应超高层建筑顺风向等效静力风荷载[J]. 工程力学, 2016, 33(5): 74-81. DOI: 10.6052/j.issn.1000-4750.2014.09.0825
ZHONG Zhen-yu, LOU Wen-juan. Equivalent static wind load on extra-high buildings along wind based on wind-gravity coupling effect[J]. Engineering Mechanics, 2016, 33(5): 74-81. DOI: 10.6052/j.issn.1000-4750.2014.09.0825
Citation: ZHONG Zhen-yu, LOU Wen-juan. Equivalent static wind load on extra-high buildings along wind based on wind-gravity coupling effect[J]. Engineering Mechanics, 2016, 33(5): 74-81. DOI: 10.6052/j.issn.1000-4750.2014.09.0825

基于风重耦合效应超高层建筑顺风向等效静力风荷载

Equivalent static wind load on extra-high buildings along wind based on wind-gravity coupling effect

  • 摘要: 等效静力风荷载是工程设计中常用的方法,风重耦合效应是指由风荷载引起的重力二阶效应。该文采用结构恢复力等价的原则,将结构恢复力准常定统计均方差作为脉动风等效静力荷载,经推导可以得到沿高度分布的等效静力风荷载。结果表明,计入风重耦合效应的等效静力风荷载表达式比常规表达式多了附加重力项。计算公式加入各分项的峰值系数可以得到设计所用的等效静力风荷载。计入风重耦合效应后的顺风向风振系数与规范给出的风振系数存在着差异,风重耦合效应引起在结构中下部分布值减小而上部分布值增大,结构的重刚比是产生风重耦合效应的重要的因素,其他因素影响不大。

     

    Abstract: Equivalent static wind load (ESWL) is a general method in engineering design. Wind-gravity coupling effect (WGCE) refers to gravity second order effect of structure caused by wind load. Mean square deviation of restoring force of structure can be taken as ESWL of fluctuating wind load by equivalence of restoring force and formula about distributed load along buildings is concluded in the paper. The results show that formula contains additional item about gravity which is not listed in general expression. ESWL expression for structure is obtained by adding partial factors to each item. Vibration factor including WGCE is different from that is presented in the load code of PRC. WGCE makes vibration factor distributed along buildings decreasing in the middle and lower parts and increasing on the upper part. Gravity-rigidity ratio has strong influence on WGCE, while other factors have little influence.

     

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