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弹性约束的英文

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"弹性约束"怎么读用"弹性约束"造句

英文翻译手机手机版

  • elastic constraint
  • elastic restraint

例句与用法

  • The analysis of creep buckling of compressed column with initial imperfection and torsional elastic restraint
    具初始缺陷两端扭转弹性约束压杆的蠕变屈曲分析
  • Using fem , researches on the critical loads of elastic restraints thin - walled members are conducted
    本文用有限单元法对弹性约束条件下薄壁构件的临界荷载进行了研究。
  • All the results obtained demonstrate that restraint action may apparently increase the critical loads of all kinds of thin - walled members
    算例的计算结果表明,当考虑弹性约束作用的存在时,各类构件的临界荷载都可以显著地提高。
  • Based on the concept of possibility distribution , linguistic expert knowledge that is intrinsically fuzzy is translated into an elastic constraint on the values that may be assigned to a competitor ' s bid
    首先,提出以可能性分布描述竞争对手报价行为的思路。文中基于可能性分布的概念,将以自然语言表示的专家知识转换为其他发电公司报价取值的弹性约束
  • Contracted with the calculations of dam in rigid foundation , the frequencies are lesson and periods of dam are lengthened because of elastic restraint of foundation . and under earthquake load , the maximum displacement of dam top is larger
    与刚性地基下坝体计算结果相比,由于地基的弹性约束作用,坝体的自振频率降低,周期延长;且在地震荷载作用下,坝顶最大动位移增大。
  • According to the classical theory of thin - walled members this paper presents the derivation of energy equation under restrainted conditions , and a elastic restrainted stiffness matrix of thin - walled members is derived . continuous restrants and discrete restraints are considered in the energy equation . euler - equation of the derived energy equation is testified
    根据薄壁构件弯曲与扭转理论,对弹性约束条件下薄壁构件的能量方程进行了推导,再根据总势能最小值原理推导出弹性约束条件下薄壁构件的单元刚度矩阵。能量方程中考虑的约束情况有连续的线弹性约束和离散的弹性点约束。
  • Several numerical results of elastic restrainted thin - walled members involving bending , torsional , and flexural - torsional elastic buckling failure modes are presented to demonstrate the accuracy , efficiency , and versatility of the method . comparisons with published analjtical and semi - anaiftical solutions are made using some of the obtained results
    弹性约束下轴心受压构件、受弯构件和压弯构件的算例表明,用本文推导的单元刚度矩阵计算约束条件下薄壁构件的临界荷载准确、有效,具有通用性。
  • Four arrays of apparent resistivity are arranged at this measuring surface of granite sample symmetrically with symmetrical four - electrode method , and at an angle of 45 between any two adjacent arrays . the elastic constraint is exerted on 4 surfaces for parallel to the longest dimension of the sample . the samples are compressed along the direction parallel to the longest dimension of the cubic , and the variation of apparent resistivity during the whole loading process is observed
    在花岗岩标本测量面上,布设4条夹角互为45的视电阻率测线,将标本平行长轴方向的4个面加上弹性约束,沿标本长轴方向加压,测量标本视电阻率随轴向应力的变化,实验结果为: 1岩石视电阻率变化形态显上升-平稳-下降形态,但平稳段不明显,时间很短2视电阻率开始下降时间,比其他受力方式实验结果都早,约提前10 %破裂应力。
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