Equivalent Wheel Load Approach for Slender Cable-Stayed Bridge Fatigue Assessment under Traffic and Wind: Feasibility Study

dc.contributor.author	S. R. Chen
dc.contributor.author	C. S. Cai
dc.date.accessioned	2017-05-08T21:25:40Z
dc.date.available	2017-05-08T21:25:40Z
dc.date.copyright	November 2007
dc.date.issued	2007
dc.identifier.other	%28asce%291084-0702%282007%2912%3A6%28755%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51076
dc.description.abstract	In the current AASHTO LRFD specifications, the fatigue design considers only one design truck per bridge with 15% dynamic allowance. While this empirical approach may be practical for regular short and medium span bridges, it may not be rational for long-span bridges (e.g., span length
dc.publisher	American Society of Civil Engineers
dc.title	Equivalent Wheel Load Approach for Slender Cable-Stayed Bridge Fatigue Assessment under Traffic and Wind: Feasibility Study
dc.type	Journal Paper
dc.journal.volume	12
dc.journal.issue	6
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2007)12:6(755)
dc.tree	Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
dc.contenttype	Fulltext