Seismic Behavior of Flexural Dominated Reinforced Concrete Bridge Columns at Low Temperatures

dc.contributor.author	Luis A. Montejo
dc.contributor.author	Mervyn J. Kowalsky
dc.contributor.author	Tasnim Hassan
dc.date.accessioned	2017-05-08T21:14:11Z
dc.date.available	2017-05-08T21:14:11Z
dc.date.copyright	March 2009
dc.date.issued	2009
dc.identifier.other	%28asce%290887-381x%282009%2923%3A1%2818%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/43808
dc.description.abstract	This paper presents the results from Phase II of an experimental study on the behavior of reinforced concrete bridge columns in cold seismicly active regions. Six half-scale circular reinforced concrete columns, designed to be flexural dominated, were tested under reversed cyclic loading while subjected to temperatures ranging from
dc.publisher	American Society of Civil Engineers
dc.title	Seismic Behavior of Flexural Dominated Reinforced Concrete Bridge Columns at Low Temperatures
dc.type	Journal Paper
dc.journal.volume	23
dc.journal.issue	1
dc.journal.title	Journal of Cold Regions Engineering
dc.identifier.doi	10.1061/(ASCE)0887-381X(2009)23:1(18)
dc.tree	Journal of Cold Regions Engineering:;2009:;Volume ( 023 ):;issue: 001
dc.contenttype	Fulltext