Seismic performance of steel-encased composite members with strengthening cross-inclined bars

NCUIR > Engineering College > Graduate Institute of Civil Engineering > journal & Dissertation > Item 987654321/29961

Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/29961

Title:	Seismic performance of steel-encased composite members with strengthening cross-inclined bars
Authors:	Hsu,HL;Hsieh,JC;Juang,JL
Contributors:	土木工程研究所
Keywords:	TORSIONAL BEHAVIOR;CONCRETE COLUMNS;REINFORCEMENT
Date:	2004
Issue Date:	2010-07-06 16:02:15 (UTC+8)
Publisher:	中央大學
Abstract:	Concrete structural members are usually vulnerable to earthquake-induced torsion due to the low tensile and shear strengths of the material. Premature cracks in concrete due to torsion usually results in inadequate flexural performance when the members ar
Relation:	JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
Appears in Collections:	[Graduate Institute of Civil Engineering] journal & Dissertation

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