Experimental Study on Seismic Performance of Flexural-shear Replaceable Energy Dissipators in the Beam-column Joint

A high-strength steel beam-column joint with flexural-shear type replaceable components is proposed to solve the problems of damper buckling under compression and unstable energy dissipation capacity under certain practical working conditions. This joint offers the advantages of minimal plastic resi...

Ausführliche Beschreibung

Bibliografische Detailangaben

Hauptverfasser:	Gang LIANG, Shumin LI, Jianan YANG, Yunhe LIU, Junlong LU, Qing TIAN
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	Editorial Department of Journal of Sichuan University (Engineering Science Edition) 2024-09-01
Schriftenreihe:	工程科学与技术
Schlagworte:	energy dissipators cyclic loads failure modes hysteresis loops bearing capacity stiffness
Online-Zugang:	http://jsuese.scu.edu.cn/thesisDetails#10.15961/j.jsuese.202201389
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