| contributor author | Paul H. Wirsching | |
| date accessioned | 2017-05-08T22:05:22Z | |
| date available | 2017-05-08T22:05:22Z | |
| date copyright | October 1984 | |
| date issued | 1984 | |
| identifier other | 21730621.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71010 | |
| description abstract | The results of a four‐year project, sponsored by the American Petroleum Institute, to investigate the fatigue design process in the welded joints of steel offshore structures are summarized. Fatigue damage expressions were formulated. A simple analytical expression for damage based on the rainflow method of cycle counting in a wide band process was constructed. Because fatigue design factors have significant uncertainty, a reliability approach, using the lognormal format, was developed. The performance of Miner's rule was characterized statistically, as was modeling error associated with the process of computing fatigue stresses in a joint from oceanographic data. Procedures of S‐N data analysis were developed, and characteristic | |
| publisher | American Society of Civil Engineers | |
| title | Fatigue Reliability for Offshore Structures | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:10(2340) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010 | |
| contenttype | Fulltext | |