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Nonstructural Seismic Loss Analysis of Traditional and Innovative Partition Systems Housed in Code-conforming RC Frame Buildings
Journal of Earthquake Engineering ( IF 2.6 ) Pub Date : 2021-10-07 , DOI: 10.1080/13632469.2021.1983488
Gennaro Magliulo 1, 2 , Danilo D’Angela 1 , Pauline Lopez 3 , Gaetano Manfredi 1
Affiliation  

ABSTRACT

This study investigates the seismic losses associated with the damage of traditional and innovative partitions housed in code-conforming RC frame buildings. Three-story buildings located in low-to-high seismicity sites in Italy are considered. Nonlinear multiple-stripe analyses are performed according to the conditional spectrum approach. The partition capacities are evaluated according to experimental studies, and the elementary partition costs are derived considering the Italian construction price lists. The seismic assessment is performed considering low-to-severe damage limit states. The seismic losses associated with the partition damage are evaluated; the efficiency of the investigated partitions is provided according to the different seismicity.



中文翻译:

安装在符合规范的 RC 框架建筑中的传统和创新隔断系统的非结构地震损失分析

摘要

本研究调查了与安装在符合规范的 RC 框架建筑中的传统和创新隔断的损坏相关的地震损失。考虑了位于意大利低到高地震活动地点的三层建筑。根据条件谱方法进行非线性多条纹分析。根据实验研究评估隔断能力,并考虑意大利建筑价格表得出基本隔断成本。地震评估是在考虑低到严重损伤极限状态的情况下进行的。评估与分区损坏相关的地震损失;根据不同的地震活动提供所研究分区的效率。

更新日期:2021-10-07
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