| contributor author | Tetsuhiko Aoki | |
| contributor author | K. A. S. Susantha | |
| date accessioned | 2017-05-08T20:59:17Z | |
| date available | 2017-05-08T20:59:17Z | |
| date copyright | February 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9445%282005%29131%3A2%28240%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34465 | |
| description abstract | The purpose of this experimental work is to investigate the seismic resistance characteristics of rectangular-shaped steel bridge piers commonly found in rigid frames, concerning the cross-sectional aspect ratios. To this end, seven specimens were tested under cyclic lateral loads. Six of them were under constant compressive axial load and one was under variable axial load. At first, the effects of web to flange aspect ratio ( | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Performance of Rectangular-Shaped Steel Piers under Cyclic Loading | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2005)131:2(240) | |
| tree | Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 002 | |
| contenttype | Fulltext | |