| 題名: | A Computational Approach for Structural Reliability Using Sequential RSM and FORM |
| 作者: | 史建中 |
| 貢獻者: | 淡江大學機械與機電工程學系 |
| 關鍵詞: | Structural reliability;RSM;First orde reliability method;CAD |
| 日期: | 2007-12 |
| 上傳時間: | 2011-10-23 21:41:24 (UTC+8) |
| 出版者: | 高雄市：義守大學 |
| 摘要: | This paper presents a computational approach for structural reliability analysis using the response surface method (RSM) integrated with advanced first order reliability method (AFORM). The concept and well organized computational procedure provide a suitable tutorial material for interesting practitioners and engineers. The presented iterative AFORM and RSM based reliability algorithm has been applied to solve the reliability of displacement constraint in a loaded beam and a ten-bar truss problem. The presenting integration approach works well and can be applicable to general structural reliability analysis. |
| 關聯: | 中華民國力學學會年會暨第三十一屆全國力學會議論文集=Proceedings of the 31th National Conference on Theoretical and Applied Mechanics, 6p. |
| 顯示於類別: | [機械與機電工程學系暨研究所] 會議論文
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