| contributor author | Ian F. C. Smith | |
| contributor author | Manfred A. Hirt | |
| date accessioned | 2017-05-08T20:52:23Z | |
| date available | 2017-05-08T20:52:23Z | |
| date copyright | March 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A3%28623%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30014 | |
| description abstract | A simple reliability analysis for limit-state (load and resistance factor) fatigue assessments is presented. This analysis was recently proposed in guidelines published by the European Convention for Constructional Steelwork (ECCS). Partial safety factors are related directly to the safety index by means of a simple formula, and examples are shown graphically for typical target values of the safety index. Further work is needed to investigate the importance of parameters such as quality assurance and in-service inspection for a range of practical problems. | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue Reliability: ECCS Safety Factors | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:3(623) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003 | |
| contenttype | Fulltext | |
