Seismic Response Analyses of the Yokohama Bay Cable-Stayed Bridge in the 2011 Great East Japan Earthquake

dc.contributor.author	Dionysius M.
dc.contributor.author	Siringoringo
dc.contributor.author	Yozo
dc.contributor.author	Fujino
dc.contributor.author	Kenji
dc.contributor.author	Namikawa
dc.date.accessioned	2017-05-08T21:35:45Z
dc.date.available	2017-05-08T21:35:45Z
dc.date.copyright	August 2014
dc.date.issued	2014
dc.identifier.other	%28asce%29be%2E1943-5592%2E0000510.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/57056
dc.description.abstract	Yokohama Bay Bridge, with a total span length of 860 m, is the second longest span cable-stayed bridge in East Japan, and one of the most densely instrumented bridges in Japan. On March 11, 2011, the Great East Japan (Tohoku) Earthquake hit northeastern Japan with magnitude of
dc.publisher	American Society of Civil Engineers
dc.title	Seismic Response Analyses of the Yokohama Bay Cable-Stayed Bridge in the 2011 Great East Japan Earthquake
dc.type	Journal Paper
dc.journal.volume	19
dc.journal.issue	8
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)BE.1943-5592.0000508
dc.tree	Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 008
dc.contenttype	Fulltext