累积损伤破坏 meaning in Chinese
cumulative damage failure
Examples
- Seismic destroy forms of structure have two kinds : first beyond destroy and accumulative damage destroy
结构地震破坏形式主要归为两类： ( 1 )首次超越破坏； ( 2 )累积损伤破坏。 - Are uncertain and should be regarded as random variables , therefore the reinforced concrete frame is stochastic structure inherently , and then its motive equations converted to combined random differential equations for the uncertain parameters and external random excitation . these equations were solved by order - orthogonal expansion method with pseudo - excitation method , and then the statistic stochastic responses of random structure were obtained . at last , based on the stochastic cumulative damage model with double parameters developed by park , formulas were formulated for calculating structural earthquake damage probability using the structural reliability theory ( mainly jc algorithm ) in extensive random space
首先对受地震激励的剪切型钢筋混凝土结构进行建模，用随机等效线性化方法将二阶非线性微分方程组化成一阶线性微分方程组(或称之为状态方程) ；再考虑材料等参数的随机性，则状态方程成为复合随机微分方程组，将扩阶系统方法和虚拟激励方法推广并应用于这个复合随机微分方程组，求出结构的随机响应量的统计参数；最后采用随机累积损伤破坏准则，在广义随机空间内，用jc算法求解失效概率，进而求出结构的抗震可靠度。 - Whether the earth dam lapses in seismic response analysis is mainly judged by two criterion , the damage value and the permanent displacement , so the difference of response between multi - point input and one - point input , that is the multi - point effect , is also checked by this two criterion . therewith the method to calculate damage value and permanent displacement is studied too . the multi - point input is two directional , one direction is along river , and another is vertical
由于土石坝在地震作用下的失效形式包括累积损伤破坏和过大的永久位移，本文从累积损伤和永久位移两方面研究土石坝多点输入相对单点输入地震反应有何不同，即多点效应如何，因此与多点输入分析相关的损伤值和永久位移的计算方法也在研究之列。