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Modeling and Seismic Response Analysis of RC Precast Italian Code-Conforming Buildings

机译:RC预制意大利规范建筑的建模和地震响应分析

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摘要

In this study, industrial single-story RC precast buildings are investigated. Twenty-four case studies have been considered, in which the column height, the beam spans and the seismic hazard level are varied. The seismic design of the selected case studies is performed according to the Italian building code and additional technical documentation. Three-dimensional nonlinear models are defined to perform static and dynamic analyses for the seismic assessment of the selected case studies. Demand/capacity ratios in terms of the selected engineering demand parameters are computed for ten increasing values of the seismic input return period.
机译:在这项研究中,对工业单层RC预制建筑物进行了研究。已经考虑了二十四个案例研究,其中柱高,梁跨度和地震危险等级是变化的。所选案例研究的抗震设计是根据意大利建筑规范和其他技术文档进行的。定义了三维非线性模型以执行静态和动态分析,以对所选案例研究进行地震评估。针对地震输入返回周期的十个递增值,计算了根据所选工程需求参数得出的需求/容量比。

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