| contributor author | Paolo Bazzurro | |
| contributor author | C. Allin Cornell | |
| date accessioned | 2017-05-08T20:55:21Z | |
| date available | 2017-05-08T20:55:21Z | |
| date copyright | November 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9445%281994%29120%3A11%283320%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31863 | |
| description abstract | Conventional seismic hazard analysis methodology is generalized to estimate directly the annual seismic risk of exceeding a specified level of postelastic damage in real structures. The procedure makes use of empirical statistics of the nonlinear‐response‐based factor | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Hazard Analysis of Nonlinear Structures. I: Methodology | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1994)120:11(3320) | |
| tree | Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011 | |
| contenttype | Fulltext | |
