| contributor author | Amar Khaled | |
| contributor author | Bruno Massicotte | |
| contributor author | Robert Tremblay | |
| date accessioned | 2017-05-08T21:34:57Z | |
| date available | 2017-05-08T21:34:57Z | |
| date copyright | May 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000164.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56693 | |
| description abstract | Bidirectional cyclic testing was performed on four half-scale reinforced-concrete rectangular bridge column specimens to examine the need to account for bidirectional seismic loading in design for earthquakes expected in eastern and western regions of North America. The prototype structures are common two-span, skewed bridge structures designed according to the seismic provisions of Canadian Standards Association (CSA)-S6-06. The column specimens are | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Testing of Large-Scale Rectangular Bridge Columns under Bidirectional Earthquake Components | |
| type | Journal Paper | |
| journal volume | 16 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000162 | |
| tree | Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 003 | |
| contenttype | Fulltext | |
