A Computational Approach for Structural Reliability Using Sequential RSM and FORM | |
---|---|
學年 | 96 |
學期 | 1 |
發表日期 | 2007-12-21 |
作品名稱 | A Computational Approach for Structural Reliability Using Sequential RSM and FORM |
作品名稱(其他語言) | |
著者 | 史建中 |
作品所屬單位 | 淡江大學機械與機電工程學系 |
出版者 | 高雄市:義守大學 |
會議名稱 | 中華民國力學學會年會暨第三十一屆全國力學會議=The 31th National Conference on Theoretical and Applied Mechanics |
會議地點 | 高雄, 臺灣 |
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. |
關鍵字 | Structural reliability;RSM;First orde reliability method;CAD |
語言 | en |
收錄於 | |
會議性質 | 國內 |
校內研討會地點 | |
研討會時間 | 20071221~20071222 |
通訊作者 | |
國別 | TWN |
公開徵稿 | |
出版型式 | |
出處 | 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. |
相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/70699 ) |