河南科技
河南科技
하남과기
Journal of Henan Science and Technology
2015年
10期
84-85
,共2页
强度准则%强度参数%失效概率%MonteCarlo法%JC法
彊度準則%彊度參數%失效概率%MonteCarlo法%JC法
강도준칙%강도삼수%실효개솔%MonteCarlo법%JC법
strength criterion%strength parameter%failure probability%Carlo Monte method%JC method
本文以Hsich-Ting-Chen强度准则为讨论对象,根据Hsich-Ting-Chen强度准则建立极限状态方程,把混凝土强度参数作为随机变量,采用Monte Carlo法对极限状态方程进行可靠度计算,用失效概率简要评价Hsich-Ting-Chen强度准则,进行Monte Carlo法和JC法的比对.
本文以Hsich-Ting-Chen彊度準則為討論對象,根據Hsich-Ting-Chen彊度準則建立極限狀態方程,把混凝土彊度參數作為隨機變量,採用Monte Carlo法對極限狀態方程進行可靠度計算,用失效概率簡要評價Hsich-Ting-Chen彊度準則,進行Monte Carlo法和JC法的比對.
본문이Hsich-Ting-Chen강도준칙위토론대상,근거Hsich-Ting-Chen강도준칙건립겁한상태방정,파혼응토강도삼수작위수궤변량,채용Monte Carlo법대겁한상태방정진행가고도계산,용실효개솔간요평개Hsich-Ting-Chen강도준칙,진행Monte Carlo법화JC법적비대.
This paper took Hsich Ting Chen strength criterion as the discussion object, according to the criterion ofHsich Ting Chen strength established limit state equation, the concrete strength parameters were taken as ran-dom variables,usedMonte Carlo method to calculate the reliability of the limit state equation, and used failure probability to evaluate Hsich Ting Chen strength criterion briefly for comparison of Monte Carlo method and JC method.
