| contributor author | M. A. Austin | |
| contributor author | K. S. Pister | |
| contributor author | S. A. Mahin | |
| date accessioned | 2017-05-08T20:52:38Z | |
| date available | 2017-05-08T20:52:38Z | |
| date copyright | August 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A8%281642%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30137 | |
| description abstract | This is the first of a two‐part paper on the development and preliminary testing of a methodology for the optimal probabilistic limit states design of seismic‐resistant steel frames. A mechanism for allowing a designer to include the effects of uncertainties and multiple design objectives in the design process is described. The concept of [GOOD, BAD] and [HIGH, LOW] preference pairs is explained. Scaling procedures for combining the aforementioned effects and the statistics of frame response in a single design entity called | |
| publisher | American Society of Civil Engineers | |
| title | Probabilistic Design of Earthquake‐Resistant Structures | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:8(1642) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 008 | |
| contenttype | Fulltext | |
