Repair of Full-Scale Timber Bridge Chord Members by Shear Spiking

dc.contributor.author	Travis A. Burgers
dc.contributor.author	Richard M. Gutkowski
dc.contributor.author	Jeno Balogh
dc.contributor.author	Donald W. Radford
dc.date.accessioned	2017-05-08T21:25:45Z
dc.date.available	2017-05-08T21:25:45Z
dc.date.copyright	July 2008
dc.date.issued	2008
dc.identifier.other	%28asce%291084-0702%282008%2913%3A4%28310%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51126
dc.description.abstract	The addition of vertically oriented shear spikes (fiberglass reinforced polymer rods) was shown to increase the effective stiffness of the stringers of a full-scale timber bridge chord specimen. Results found from the flexural load testing of a full-scale timber bridge chord laboratory specimen are presented. Reinforcement was provided with
dc.publisher	American Society of Civil Engineers
dc.title	Repair of Full-Scale Timber Bridge Chord Members by Shear Spiking
dc.type	Journal Paper
dc.journal.volume	13
dc.journal.issue	4
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2008)13:4(310)
dc.tree	Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 004
dc.contenttype	Fulltext