| contributor author | A. Karamchandani | |
| contributor author | C. A. Cornell | |
| date accessioned | 2017-05-08T20:54:36Z | |
| date available | 2017-05-08T20:54:36Z | |
| date copyright | April 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9445%281992%29118%3A4%28910%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31389 | |
| description abstract | Structural systems are typically redundant, and collapse usually occurs after a sequence of failures. This has led to failure‐path approaches in which one identifies important sequences of element failures leading to collapse and estimates the probability of structural failure as the probability that one of these important sequences occurs. In this paper, failure‐path approaches are extended from the two‐state element representation (in which an element is either | |
| publisher | American Society of Civil Engineers | |
| title | Reliability Analysis of Truss Structures with Multistate Elements. II | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1992)118:4(910) | |
| tree | Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 004 | |
| contenttype | Fulltext | |