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某高层建筑侧向刚度比对转换层结构抗震性能的影响
INFLUENCE ON THE ANTI-SEISMIC PERFORMANCE OF TRANSFER FLOOR STRUCTURE UNDER DIFFERENT LATERAL RIGIDITY RATIO OF A CCERTAIN BUILDING
【摘要】 梁式转换层结构作为目前高层建筑常用的垂直转换形式,抗震设计至关重要。结合一工程实例,通过应用分析软件SAP2000,研究了侧向刚度比对结构抗震性能的影响,其中包括不同侧向刚度比对转换层的地震力,倾覆弯矩,结构周期的影响。
【Abstract】 Transfer storey of beam-style structure of which anti-seismic design is of key importance is widely used as a vertical transformation form in high-rise building nowadays.This paper is based on an engineering example by using the analysis software SAP2000.This paper mainly research into the influence on the anti-seismic performance under different lateral rigidity ratio,including the effects of earthquake force,the transfer floor toppling moment and the transfer floor cycle.
- 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2012年S1期
- 【分类号】TU973.2
- 【被引频次】3
- 【下载频次】119