| contributor author | Ji Dang | |
| contributor author | Huihui Yuan | |
| contributor author | Akira Igarashi | |
| contributor author | Tetsuhiko Aoki | |
| date accessioned | 2017-05-08T22:07:24Z | |
| date available | 2017-05-08T22:07:24Z | |
| date copyright | September 2014 | |
| date issued | 2014 | |
| identifier other | 29797315.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71782 | |
| description abstract | A curve-approximated hysteresis model of the lateral load-displacement behavior of steel bridge columns is proposed for nonlinear seismic response assessment of single-column-type bridges using single-degree-of-freedom (SDOF) analysis. Instead of multiple straight lines, a series of curves are adopted to precisely describe complicated force-displacement hysteresis behavior of the column. The | |
| publisher | American Society of Civil Engineers | |
| title | Curve-Approximated Hysteresis Model for Steel Bridge Columns | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000970 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009 | |
| contenttype | Fulltext | |
