Seismic behavior of a precast RC frame–shear wall structure using full/half grout sleeve connections

•The seismic failure behavior of a precast RC frame-shear wall structure using full/half grout sleeve connections is reported.•The different seismic performances of the precast RC frame-shear wall structure and cast-in-situ RC frame-shear wall structure are explored.•The seismic behavior of the prec...

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Bibliographic Details

Published in:	Engineering structures Vol. 280; p. 115685
Main Authors:	Wei, Wang, Junwei, Ma, Xingxing, Wang
Format:	Journal Article
Language:	English
Published:	Elsevier Ltd 01.04.2023
Subjects:	Cyclic loading tests Displacement ductility Hysteretic performance Numerical simulation Precast RC frame–shear wall structures Stiffness degradation Cyclic loading tests Displacement ductility Numerical simulation Precast RC frame–shear wall structures Hysteretic performance Stiffness degradation
ISSN:	0141-0296, 1873-7323
Online Access:	Get full text
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