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Performance-Based Seismic Design of Nonstructural Building Elements

机译：基于性能的非结构构建元件地震设计

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摘要

Performance-based earthquake engineering requires the harmonization of performances between structural and nonstructural elements. This paper discusses the performance-based seismic design of nonstructural elements through a direct displacement-based methodology applicable to nonstructural elements attached to a single location in the supporting structure and for which damage is the result of excessive displacements. The fundamentals of direct displacement-based seismic design are presented along with a description of the modifications required for its application to nonstructural elements. As an example, the direct displacement-based seismic design of a suspended piping restraint installation is presented. The design approach is appraised by nonlinear dynamic time-history analyses.
机译：基于性能的地震工程需要协调结构和非结构元素之间的性能。本文通过适用于支撑结构中的单个位置的直接位移的方法探讨了非结构元件的基于性能的基于性能的地震设计，并且损坏是过量位移的结果。直接位移的地震设计的基本原理提出以及其应用于非结构元素所需的修改的描述。作为示例，呈现了悬浮管制装置的直接位移的地震设计。设计方法是由非线性动态时间历史分析评估的。

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