Analisis Perilaku Struktur Perkantoran Tahan Gempa Menggunakan Metode Pushover Analysis

Rinda Fitri Nabhilla, Gati Annisa Hayu
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引用次数: 0

Abstract

A research about structural analysis of eight-story office building due to earthquake load and to identify the performance level of the structure referring to ATC-40. Performance Based Seismic Evaluation (PBSE) concept is used for earthquake engineering by using one of the method which is Pushover Analysis to evaluate the structure. This method is to purposely apply escalating static lateral load to the structure until failure occurs to the structural elements and targeted structural displacement was obtained. Determining the targeted displacement is referring to ATC-40, FEMA 365, and FEMA 440. Results show that targeted displacement value is 0,015 m for X direction and Y direction as well as the total drift was obtained as much as 0,0066 m for X direction and 0,00273 m for Y direction. According to the structural deformation and criteria from ATC-40 the performance level of the structure is at Immediately Occupancy (IO).
分析办公室结构的行为分析使用控制分析方法
针对地震荷载作用下的八层办公楼进行结构分析研究,并参照ATC-40确定结构的性能等级。将基于性能的地震评价(PBSE)概念应用于地震工程中,采用推覆分析方法对结构进行评价。这种方法是有目的地在结构上施加逐渐增大的静侧向荷载,直到结构单元发生破坏,从而获得目标结构位移。确定目标位移参考ATC-40、FEMA 365和FEMA 440。结果表明,X方向和Y方向的目标位移值为0.015 m, X方向的总位移量为0.0066 m, Y方向的总位移量为0.00273 m。根据结构变形和ATC-40的标准,该结构的性能水平为立即使用(IO)。
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