A New Elastoplastic Time-History Analysis Method for Frame Structures

A New Elastoplastic Time-History Analysis Method for Frame Structures

This study aimed to analyze the formation and application of the time-domain elastoplastic response spectrum. The elastoplastic response spectrum in the time domain was computed according to the trilinear force-restoring model. The time-domain elastoplastic response spectrum corresponded to a specif...

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Bibliographic Details
Main Authors:	Qianqian Liang, Chen Zhao, Jun Hu
Format:	Article
Language:	English
Published:	Wiley 2020-01-01
Series:	Advances in Civil Engineering
Online Access:	http://dx.doi.org/10.1155/2020/8818187
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