STUDY ON MAXIMUM STRENGTH OF COLD-FORMED STEEL COLUMNS

doi:10.1061/(ASCE)0733-9445(1992)118:1(128)

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DC 欄位	值	語言
dc.contributor.author	WENG, CC	en_US
dc.contributor.author	LIN, CP	en_US
dc.date.accessioned	2014-12-08T15:05:03Z	-
dc.date.available	2014-12-08T15:05:03Z	-
dc.date.issued	1992-01-01	en_US
dc.identifier.issn	0733-9445	en_US
dc.identifier.uri	http://dx.doi.org/10.1061/(ASCE)0733-9445(1992)118:1(128)	en_US
dc.identifier.uri	http://hdl.handle.net/11536/3580	-
dc.description.abstract	Based on the approximate Jezek's method of beam-column theory, a computerized analysis was performed to determine the maximum strength of cold-formed steel columns. In this study, the effect of residual stress and initial imperfection on the column strength were taken directly into account in the analysis. In addition, the influence of residual stress on the local buckling strength of the cold-formed sections also was accounted for by using a new concept, called second reduction. The predicted column strengths were compared with the results of 104 column tests by previous researchers. From the results of the analysis, this study obtained a new column-strength curve for predicting the maximum strength of cold-formed steel columns. The predicted values showed good agreement with the test results.	en_US
dc.language.iso	en_US	en_US
dc.title	STUDY ON MAXIMUM STRENGTH OF COLD-FORMED STEEL COLUMNS	en_US
dc.type	Article	en_US
dc.identifier.doi	10.1061/(ASCE)0733-9445(1992)118:1(128)	en_US
dc.identifier.journal	JOURNAL OF STRUCTURAL ENGINEERING-ASCE	en_US
dc.citation.volume	118	en_US
dc.citation.issue	1	en_US
dc.citation.spage	128	en_US
dc.citation.epage	146	en_US
dc.contributor.department	交大名義發表	zh_TW
dc.contributor.department	土木工程學系	zh_TW
dc.contributor.department	National Chiao Tung University	en_US
dc.contributor.department	Department of Civil Engineering	en_US
dc.identifier.wosnumber	WOS:A1992GW37800008	-
dc.citation.woscount	2	-
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