Impact Model Tests and Simplified Analysis for Flexible Pile-Supported Protective Structures Withstanding Vessel Collisions

dc.contributor.author	Bin Zhu
dc.contributor.author	Ren-peng Chen
dc.contributor.author	Yun-min Chen
dc.contributor.author	Zhe-hang Zhang
dc.date.accessioned	2017-05-08T22:04:08Z
dc.date.available	2017-05-08T22:04:08Z
dc.date.copyright	March 2012
dc.date.issued	2012
dc.identifier.other	%28asce%29ww%2E1943-5460%2E0000156.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/70389
dc.description.abstract	Flexible pile-supported protective structures have been used extensively in the protection of bridge piers against vessel collisions. Their success is dependent on their ability to absorb impact energy through large deflection and yielding. A large soil tank (
dc.publisher	American Society of Civil Engineers
dc.title	Impact Model Tests and Simplified Analysis for Flexible Pile-Supported Protective Structures Withstanding Vessel Collisions
dc.type	Journal Paper
dc.journal.volume	138
dc.journal.issue	2
dc.journal.title	Journal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi	10.1061/(ASCE)WW.1943-5460.0000110
dc.tree	Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 002
dc.contenttype	Fulltext