| contributor author | Dionysius M. | |
| contributor author | Siringoringo | |
| contributor author | Yozo | |
| contributor author | Fujino | |
| contributor author | Kenji | |
| contributor author | Namikawa | |
| date accessioned | 2017-05-08T21:35:45Z | |
| date available | 2017-05-08T21:35:45Z | |
| date copyright | August 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000510.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57056 | |
| 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 | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Response Analyses of the Yokohama Bay Cable-Stayed Bridge in the 2011 Great East Japan Earthquake | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 8 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000508 | |
| tree | Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 008 | |
| contenttype | Fulltext | |
