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contributor authorLin-Hai Han
contributor authorXiao-Kang Lin
date accessioned2017-05-08T20:58:54Z
date available2017-05-08T20:58:54Z
date copyrightNovember 2004
date issued2004
identifier other%28asce%290733-9445%282004%29130%3A11%281807%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34199
description abstractThe strength and seismic behavior of a composite column may be used to assess the potential damage caused by fire and help to establish an approach to calculate the structural fire protection for minimum postfire repair. This paper provides new test data pertaining to the seismic behavior of concrete-filled hollow structural steel (HSS) columns after exposure to fire. The test parameters included the sectional types, the fire duration time and the axial load level
publisherAmerican Society of Civil Engineers
titleTests on Cyclic Behavior of Concrete-Filled Hollow Structural Steel Columns after Exposure to the ISO-834 Standard Fire
typeJournal Paper
journal volume130
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2004)130:11(1807)
treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011
contenttypeFulltext


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