Discussion of Pin-connected Joints Design Considering Contact

dc.contributor.author	Jiang You-bao
dc.contributor.author	Feng Jian
dc.contributor.author	Meng Shao-ping
dc.date.accessioned	2017-05-08T22:04:52Z
dc.date.available	2017-05-08T22:04:52Z
dc.date.copyright	July 2007
dc.date.issued	2007
dc.identifier.other	jhtrcq%2E0000169.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/70722
dc.description.abstract	Pin-connected joints are characteristic of contacted bearing loads. With no consideration of the contact, the disadvantage for pin-connected joints to bear loads will be overestimated. Based on the Winkler elastic foundation model, a new simplified model is proposed and a formula is derived to calculate the moment in the middle of span. It shows that the moment in the middle of span calculated according to the code JTJ025-86 should be reduced by coefficient
dc.publisher	American Society of Civil Engineers
dc.title	Discussion of Pin-connected Joints Design Considering Contact
dc.type	Journal Paper
dc.journal.volume	2
dc.journal.issue	1
dc.journal.title	Journal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi	10.1061/JHTRCQ.0000169
dc.tree	Journal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 001
dc.contenttype	Fulltext