非结构构件的抗震性能(SPONSE)和从地震中学习(LFE)

R. Dhakal
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引用次数: 1

摘要

本期NZSEE公报发表了四篇论文,涵盖了非结构构件的抗震性能(SPONSE)和从地震中学习(LFE)等不同主题。Haymes等人[1]的第一篇论文提出了一种面向实践的方法来生成弹性响应结构的地板位移和加速度响应谱。在已知建筑周期的情况下,该方法可以改进对加速度敏感的非结构构件和内容物的地板加速度需求的预测。考虑到NZS1170.5中规定的地板加速度曲线;例如,新西兰地震作用荷载标准,对于部件和组件的抗震设计是粗糙的,本文提供了有用的信息,可以潜在地帮助完善与建筑物中非结构部件和内容的地板加速度要求相关的指导方针。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Seismic performance of non-structural elements (SPONSE) and Learning from earthquakes (LFE)
This issue of the NZSEE Bulletin presents four papers covering diverse topics spanning into seismic performance of nonstructural elements (SPONSE) and learning from earthquakes (LFE). The first paper by Haymes et al. [1] presents a practiceoriented method to generate floor displacement and acceleration response spectra for elastically responding structures. This method enables improved prediction of floor acceleration demands for acceleration sensitive non-structural components and contents provided the building period is known. Given the floor acceleration profile currently specified in NZS1170.5; i.e. the New Zealand Loadings Standard for Earthquake Actions, for seismic design of parts and components is crude, this paper provides useful information that can potentially help refine the guidelines related to floor acceleration demands for non-structural components and contents in buildings.
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