Experimental evaluation on the seismic performance of steel knee braced frame structures with energy dissipation mechanism

NCUIR > Engineering College > Department of Civil Engineering > journal & Dissertation > Item 987654321/49817

Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/49817

Title:	Experimental evaluation on the seismic performance of steel knee braced frame structures with energy dissipation mechanism
Authors:	Hsu,HL;Juang,JL;Chou,CH
Contributors:	土木工程學系
Keywords:	SEMIRIGID CONNECTIONS;PLATE CONNECTIONS;BEHAVIOR;DESIGN;STRENGTH;SYSTEMS;MEMBERS;MODEL
Date:	2011
Issue Date:	2012-03-27 16:17:39 (UTC+8)
Publisher:	國立中央大學
Abstract:	This study experimentally evaluated the seismic performance of steel knee braced frame structures with energy dissipation mechanism. A series of cyclic load tests were conducted on the steel moment resisting frames and the proposed knee braced frames. Test results validated that the demand in the beam-to-column connection designs was alleviated by the proposed design method. Test results also showed that the strength and stiffness of the proposed design were effectively enhanced. Comparisons in energy dissipation between the steel moment resisting frames and the steel knee braced frames further justified the applicability of the proposed method.
Relation:	STEEL AND COMPOSITE STRUCTURES
Appears in Collections:	[Department of Civil Engineering] journal & Dissertation

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