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破坏状态的英文

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"破坏状态"怎么读用"破坏状态"造句

英文翻译手机手机版

  • collapse state
  • state of failure

例句与用法

  • In this case , all the object instances on the stack are left un - destructed
    在这种情况下,堆栈上的所有对象实例都处于未破坏状态
  • Uses the program of establishment to have imitated the destruction state that the prestressing force net put up under the different temperature , thus the prestressing force nets the fire destruction course putting up to simulation
    利用编制的程序模拟了不同温度下预应力网架的破坏状态,从而仿真了预应力网架的火灾破坏过程。
  • Abstract : on the basis of random property of seismic load and structural material , the limited state equation for industry equipment under seismic load is established referring to probability knowledge
    文摘:综合考虑地震作用和结构材料的随机性,运用概率论的知识建立了地震作用下钢铁工业设备各种破坏形式的极限状态方程,并求出了对应于某种地震烈度,设备出现各种破坏状态的概率。
  • Some important factors are always neglected in analysis . and some researches are based on a scheduled failure mode , this will improve the ability of resist failure in a certain extent . so there are some difference between the calculate result and the fact
    稳定性分析中往往忽略一些较为重要的因素,并在假定破坏状态的基础上进行研究,从而使分析结果与实际情况间存在一定的差异。
  • Furmore , urgent measures are taken for some members which have been in failure state in general investigation , and defended measures are adopted for members which have serious or having large crack width and height flaw in order to prevent the crack development
    对部分已处于破坏状态构件,采取了相应应急措施,对于腐蚀严重或受力裂缝开展较宽及较高的构件,进行修补加固处理。经过一段时间的使用,已加固的构件工作正常。
  • Firstly , the displacement , stress , strain fields and the working state of dam body and foundation are evaluated by fem . by overloading the upstream water level and reducing rock strength parameters , the failure process of dam foundation is simulated and the failure mode and paths are determined . the results show that when overload method is used , damaged area develops from up - stream to down stream with failure front stays near the interface between dam body and bedrock
    首先采用非线性有限单元法对坝体及坝基在不同荷载工况下的变位、应力应变状态展开分析,评价各工况下坝基的运行状态,而后采用超载法和综合法对大坝稳定性进行分析,模拟坝基的渐进性破坏过程,追踪岩体破坏状态的发展演变过程,从而得到坝基在超载和强度下降过程中的破坏模式和破坏发展路径。
  • Secondly , through the examination and observation of the structural model of the cast - in - place pre - stressed compound floor slab system , under the normal usage load , the normal usage limit - state and the failing load , we have validated the space working - feature of the structural model under variable loads , including the rigidity , the crack , failing - state , failing load and the stress variation of the pre - stressed bar , and so on
    其次,通过对该体系的结构模型在正常使用荷载、正常使用极限状态和破坏状态下的试验研究,验证了现浇预应力复合楼盖体系模型结构在各种荷载作用下的空间工作性能,包括刚度、裂缝、破坏形态、极限承载力及预应力筋的应力变化状态等。
  • The damage states are described in detail in terms of structural members and the relationship between the damage degree and the four types of performance limit states is built . the concept of the structural performance safety index is put forward and its calculation method is derived based on the structural deformation limit state equation . the deformation control design method is studied
    从结构在地震作用下的破坏程度为出发点,对结构的破坏状态进行了描述,并建立了结构的破坏程度与结构四种性能极限状态之间的关系;提出了结构性能安全指数的概念,并以结构的变形极限状态方程为基础得到了结构设计性能安全指数的计算方法和结构性能等级的划分标准。
  • This test is based on homogeneous soil in foundation , and divided into two phases . the first is to stimulate the construction flow to excavate the pit ; the second phase is destructive test . because the pit is stable in the first phase and the research is point to the geometry shape of the failure surface , moreover , limited to the test condition , the effective surface force is applied to the pit
    此次模拟试验主要是针对简单均质的基坑土层进行研究,试验分为两个阶段,第一阶段主要是以相似工况模拟基坑开挖,第二阶段主要是破坏性试验,即由于在第一阶段基坑在开挖范围内能够自稳,为使基坑达到破坏状态以研究滑面几何形态,限于试验条件,采用“等代面力”的方式施加超载。
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