静力法的英文

• static method

• "静"英文翻译    still; calm; motionless
• "法"英文翻译    law
• "静力法捣实" 英文翻译 :    static ramming
• "拟静力法" 英文翻译 :    pseudo-static method
• "宁静力法" 英文翻译 :    pseudo-static method
• "准静力法" 英文翻译 :    quasi static method
• "底部剪力法（拟静力法）" 英文翻译 :    equivalent base shear method
• "力法" 英文翻译 :    force method
• "静力" 英文翻译 :    static force; static strength
• "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
• "重力法" 英文翻译 :    gravimetric method; gravitational method; gravitationalmethod; gravity methods; gravity process; gravitymethod
• "安静力" 英文翻译 :    rest force
• "静力场" 英文翻译 :    static field
• "静力的" 英文翻译 :    static
• "静力架" 英文翻译 :    heavy duty press standing power rack; isometric training stand
• "静力矩" 英文翻译 :    first moment; static moment; static torque; statical moment
• "静力学" 英文翻译 :    [物理学] statics 气体静力学 aerostatics; 静力学原理 principle of statics

• A contrast research on finite element method , static method , and empirical method
  静力法和经验法对比研究
• Testing methods for rubber and plastics hoses - part 2 : hydrostatic testing
  橡胶和塑料软管的测试方法.第2部分:液体静力法
• 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 nonlinear analysis of reinforced concrete shear walls includes static analysis method , time - history analysis method and push - over analysis method
  剪力墙结构的非线性分析方法主要有静力法、动力时程分析法和侧推分析方法(即push - over分析方法) 。
• Compared with the static method and kinematic method computing deformation directly , the method presented here bring high efficiency when calculating the influence surface of the internal force for curved - bar grillage
  与静力法及直接求解位移的机动法相比，使曲杆梁格内力影响面计算效率得到了很大提高。
• 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。
• The classical frequency - domain theory forms a basis of bridge vibration analysis , however such method has some limitations . some literatures show that the time - domain analysis method has advantages for vibration analysis . because of the research on time - domain vibration analysis developed only in recent years and the theory is n ' t perfect enough , it needs to be made further investigation
  经典的简化静力法存在一定的局限性；反应谱法为中、小跨桥梁的抗震设计提供了广泛的应用，但对解决大跨度桥梁的线性与非线性问题存在明显不足；时程分析法由于该领域的研究起步较晚，目前的理论和方法还不甚成熟，有待于进一步深入研究。