【文章內容簡介】
he concrete structures. To tackle the difficulty, it is necessary to capture the nonlinear performance of the structures in the sense of probability, instead of purely deterministic standpoint. The present thesis is the result of the efforts devoted to developing the probability density evolution method for analysis of nonlinear stochastic structures.……In the finality, the problems requiring further studies are discussed.Times New Roman 小四,行距20磅,段前段后0磅,“Key Words”兩詞加粗Key Words: stochastic structure, Markov process, nonlinear configuration state, difference method標題:黑體,三號,加粗居中,單倍行距,段前24磅,段后18磅標題:宋體,小四號,行距18磅,,段前段后0磅,兩端對齊,頁碼右對齊目錄第1章 引言.........................................................1 概述..........................................................1 隨機結構分析現狀..............................................1 線性隨機結構分析.........................................1......第3章 結構非線性損傷構形狀態(tài)的隨機演化分析.........................3...... 結構非線性構形狀態(tài)轉移過程及其演化方程........................3 結構非線性構形狀態(tài)轉移過程分析............................3......第7章 結論與展望...................................................5 結論..........................................................5 進一步工作的方向..............................................5致謝................................................................6參考文獻............................................................7附錄A ......................................................8個人簡歷、在讀期間發(fā)表的學術論文與研究成果.........................