Structural Testing of a Vehicular Carbon Fiber Bridge: Quasi-Static and Short-Term Behavior

dc.contributor.author	E. Gutiérrez
dc.contributor.author	S. Primi
dc.contributor.author	J. M. Mieres
dc.contributor.author	I. Calvo
dc.date.accessioned	2017-05-08T21:25:45Z
dc.date.available	2017-05-08T21:25:45Z
dc.date.copyright	May 2008
dc.date.issued	2008
dc.identifier.other	%28asce%291084-0702%282008%2913%3A3%28271%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51122
dc.description.abstract	This paper deals with the use of carbon-fiber-reinforced polymers as the primary load-bearing material in new (as opposed to retrofit) bridge designs. After describing the experimental methods, results from the laboratory quasi-static tests conducted on a full-scale section of a
dc.publisher	American Society of Civil Engineers
dc.title	Structural Testing of a Vehicular Carbon Fiber Bridge: Quasi-Static and Short-Term Behavior
dc.type	Journal Paper
dc.journal.volume	13
dc.journal.issue	3
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2008)13:3(271)
dc.tree	Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 003
dc.contenttype	Fulltext