拟静力法的英文

• pseudo-static method

• "拟"英文翻译    draw up; draft
• "静"英文翻译    still; calm; motionless
• "法"英文翻译    law
• "底部剪力法（拟静力法）" 英文翻译 :    equivalent base shear method
• "静力法" 英文翻译 :    static method
• "拟静力试验" 英文翻译 :    pseudostatic testing; pseudo―static testing
• "静力法捣实" 英文翻译 :    static ramming
• "宁静力法" 英文翻译 :    pseudo-static method
• "准静力法" 英文翻译 :    quasi static method
• "拟静态过程 准静力过程 准静态过程" 英文翻译 :    quasi-staticprocess
• "力法" 英文翻译 :    force method
• "静力" 英文翻译 :    static force; static strength
• "拟静态过程" 英文翻译 :    quasi-static process
• "拟静态驱替" 英文翻译 :    quasi-static displacement
• "拟静自然电位" 英文翻译 :    pseudostatic spontaneous potential (sp; psp)
• "虚拟静态记忆" 英文翻译 :    pseudostatic memory
• "测力法" 英文翻译 :    dynamometric dynamometry; ergography
• "磁力法" 英文翻译 :    magnetic method
• "电力法" 英文翻译 :    electricity act
• "动力法" 英文翻译 :    dynamic method; kinetic ramming
• "分力法" 英文翻译 :    diagram of component forces
• "浮力法" 英文翻译 :    buoyancy method
• "压力法" 英文翻译 :    pressure application; pressure method
• "应力法" 英文翻译 :    stre method; stress method
• "枝力法" 英文翻译 :    principal stress method

• The pseudo - static method ( static method in brief ) is now currently adopted in seismic analysis of retaining structures for some well known limitation
  受各种条件限制，挡土墙的抗震验算，仍普遍采用拟静力法(以下简称静力法) 。
• The earthquake force was ignored during designing midget pump station , while the pseudo - static method just gave approximate calculation to the large and medium pump station ever
  在以往的泵站设计中，对于小型泵站，一般不考虑地震力；对于大中型泵站，即使考虑地震载荷大多都运用拟静力法，进行大致的近似计算。
• The quasi - static method based on limit equilibrium method is too simplified so that there will be too many errors . the methods to solve slope stability and slope stability with soil nailing structure are summarized in the paper
  对于地震作用下的边坡整体稳定及安全系数计算研究文献还比较少,基于极限平衡的拟静力法计算过于简化,误差较大。
• Evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of manla rockfill dam under earthquake condition , give design scheme of the manla dam according to the analysis result
  通过拟静力法和动力有限元法得到的计算成果进行的对比分析，对满拉堆石坝在地震作用下的安全性进行了综合评价，根据分析结果对工程设计提出措施。
• Utilizing finite element method , found the safety factor of the dam slope . evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of hada mountain embankment dam under earthquake condition
  对拟静力法和有限元法得到的计算成果进行了对比分析，对哈达山土坝在地震作用下的安全性进行了综合评价，根据分析结果对工程设计提出了一些建议。
• Suggestion the design reliability index of high - speed railway cwr dynamic stability to be settled 4 . 2 by quoting a renewal process model and first - passage failure criterion , the analysis method of cwr dynamic stability in design reference period is proposed . the reliability of high - speed railway cwr dynamic stability is analyzed . its result is compared with quasi - static analysis method and random simulation analysis method
  基于反应更新过程模型和随机过程跨越理论，提出了无缝线路稳定性动力可靠度的分析方法，分析了高速铁路无缝线路稳定性动力可靠度，并与随机模拟法、拟静力法的计算结果进行了对比分析。
• Then , this paper utilizes the units and junctions to have the finite element analysis and calculation and analyze the dynamic response of the massive - head dam by one - dimensional cantilever beam method 、 stimulating static method and response spectrum method . finally , the dynamic displacement and dynamic stress of massive - head dam under earthquake could be got
  并在此基础上，采用一维悬臂梁法、拟静力法、反应谱法分析了大头坝的动力响应，得到了地震作用下，大头坝的动位移、动应力。
• Utilizing pseudo - static method theory , calculated the safety factor for the dam slope , give , a primary conclusion . . utilizing static finite element method based on duncan - chang hyperhola modelfound the static stress riele , make the foundation for hynamical finite element analysis . utilizing dynamical finite element method based on equipollence linearity model , found the dynamical stress field and the acceleration field , make the foundation for calculated the safety factor of the dam slop with finite element method
  运用拟静力法的基本原理，对满拉堆石坝的坝坡稳定进行了分析研究，得出了初步结论；采用duncan - chang双曲线模型，用计算土石坝应力及变形的静力有限元程序，对满拉堆石坝进行了静力有限元分析，得到了坝体的静应力场分布，为动力有限元计算打下基础。