| contributor author | Makoto Obata | |
| contributor author | Yoshiaki Goto | |
| contributor author | Sei Matsuura | |
| contributor author | Hideyuki Fujiwara | |
| date accessioned | 2017-05-08T20:56:15Z | |
| date available | 2017-05-08T20:56:15Z | |
| date copyright | April 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9445%281996%29122%3A4%28416%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32440 | |
| description abstract | Tie plates are integral components of pin connectors, lifting modules, and bridge restrainers. As a bridge restrainer, they are supposed to bear the dynamic seismic loads. In a previous work (Obata et al. 1991), the writers elucidated the ultimate behaviors of tie plates under quasi-static loading by the experiments and the numerical analysis. The objective of this work is to investigate the ultimate behaviors of tie plates at high-speed tension both experimentally and numerically. The high-speed tension experiments showed that the maximum strength increases with the increase of the tensile velocity. On the other hand, the deformation at the load maximum point is relatively insensitive to the tensile velocity. Therefore, the quasi-static test results always give the conservative values for the design. The numerical analysis is based on the | |
| publisher | American Society of Civil Engineers | |
| title | Ultimate Behavior of Tie Plates at High-Speed Tension | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1996)122:4(416) | |
| tree | Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 004 | |
| contenttype | Fulltext | |
