| dc.contributor.author | Shuichi Fujikura | |
| dc.contributor.author | Michel Bruneau | |
| dc.date.accessioned | 2017-05-08T21:35:14Z | |
| dc.date.available | 2017-05-08T21:35:14Z | |
| dc.date.copyright | March 2012 | |
| dc.date.issued | 2012 | |
| dc.identifier.other | %28asce%29be%2E1943-5592%2E0000272.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/56812 | |
| dc.description.abstract | Research was conducted to analytically investigate the blast-response and behavior of multihazard-resistant bridge piers having circular-shaped, concrete-filled steel tube (CFST) columns. Two different analysis methods, namely a single-degree-of-freedom (SDOF) dynamic analysis and a fiber-based dynamic analysis, were used for this purpose and calibrated with the maximum residual deformations obtained from | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Dynamic Analysis of Multihazard-Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading | |
| dc.type | Journal Paper | |
| dc.journal.volume | 17 | |
| dc.journal.issue | 2 | |
| dc.journal.title | Journal of Bridge Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)BE.1943-5592.0000270 | |
| dc.tree | Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 002 | |
| dc.contenttype | Fulltext | |
