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原文传递 Seismic Performance of Single-Story Precast Buildings: Effect of Cladding Panels

题名：	Seismic Performance of Single-Story Precast Buildings: Effect of Cladding Panels
其他题名：	Babic,A.,and M.Dolsek.2016."Seismic fragility functions of industrial precast building classes."Eng.Struct.118:357-370.https://doi.org/10.1016/j.engstruct.2016.03.069.
正文语种：	英文
作者：	Marianna Ercolino
关键词：	Precast structures;Cladding panels;Seismic response;Dynamic analyses;Incremental dynamic analysis;Fragility curves
摘要：	In reinforced concrete industrial precast structures, one of the most common forms of seismic damage is the collapse of the cladding panels because of the failure of the panel-to-structure connections. This damage is caused by the interaction between the panels and the structures, which is usually neglected in the design approach. The present study aims at investigating this interaction. Nonlinear dynamic analyses were performed on several structural models in order to take into account both the panel-to-structure interaction and the roof diaphragm. According to the analysis results, if the current European single-story precast building stock is considered, panel stiffness significantly influences the overall structural behavior under seismic actions, and failure of the connections occurs at very low intensity values. The progressive collapse of the panels was also simulated in order to evaluate the redistribution of seismic demand in the columns during the earthquake. In the final part, fragility curves are evaluated in order to generalize the dynamic analysis results.
出版年：	2018
论文唯一标识：	P-26Y2018V144N09007
英文栏目名称：	TECHNICAL PAPERS
doi：	10.1061/(ASCE)ST.1943-541X.0002114
期刊名称：	Journal of Structural Engineering
拼音刊名(出版物代码)：	P-26
卷：	144
期：	09
页码：	70-84