拟静力试验的英文

• pseudostatic testing
• pseudo―static testing

• "拟"英文翻译    draw up; draft
• "静"英文翻译    still; calm; motionless
• "试验"英文翻译    experiment; test; trial
• "静力试验" 英文翻译 :    slow test; static test; static trial
• "静力试验场" 英文翻译 :    static test pad; static test site; static-test site
• "静力试验机" 英文翻译 :    funicular machine; static testing machine
• "静力试验台" 英文翻译 :    static test bed
• "水静力试验" 英文翻译 :    hydrostatic test
• "伪静力试验" 英文翻译 :    pseudo-static test
• "长期静力试验" 英文翻译 :    long duration static test; long-duration static test
• "结构静力试验" 英文翻译 :    static structure testing
• "静力试验导弹" 英文翻译 :    static missile
• "静力试验设备" 英文翻译 :    static-test facility
• "静力试验塔架" 英文翻译 :    static test tower
• "流体静力试验" 英文翻译 :    hydrostatics test
• "拟静力法" 英文翻译 :    pseudo-static method
• "导弹静力试验场" 英文翻译 :    missile static test site
• "静力试验发射装置" 英文翻译 :    captive launcher
• "静力试验机体试件" 英文翻译 :    static test airframe
• "流体静力试验塔" 英文翻译 :    hydrostatic test tower
• "破坏性静力试验" 英文翻译 :    destructive static test
• "结构强度静力试验机" 英文翻译 :    static structure testing machine
• "底部剪力法（拟静力法）" 英文翻译 :    equivalent base shear method
• "装有戽斗形火焰反射器的静力试验台" 英文翻译 :    bucket-type static test stand
• "拟静态过程 准静力过程 准静态过程" 英文翻译 :    quasi-staticprocess

• Seismic design concept from a pseudo - static test of steel reinforced concrete frame - core wall structure model with transfer floor
  核心筒结构模型拟静力试验对抗震设计的启示
• For studying seismic behavior of the abnormal exterior joint of reinforced concrete frame , four abnormal exterior joints are tested by the pseudo - static experiment
  摘要对4个钢筋混凝土框架异型边节点试件进行了拟静力试验，以研究此类节点的抗震性能。
• With the hysteretic hoops acquired from the experiment , the effective damping ratio of the joint , with which the energy dissipation of the joint may be weighted , is calculated
  通过研究拟静力试验所得的滞回曲线求得该节点的等效阻尼比，衡量它的耗能能力。
• To study the characteristics of the new - type structure , the psedo - dynamic and psedo - static test of one third - scale model six - storey building assembled with hollow shear wall of r . c . with seams were conducted
  为研究此种新型结构的特性，进行了带缝空心钢筋混凝土剪力墙结构六层楼房1 3 . 0模型拟动力试验和拟静力试验。
• A quasi - static experiment under low reversed cyclic load of three full - size cross - shaped specimens ( two specimens ' columns are steel tubes filled with concrete and another is an empty steel tube ) of diaphragm - through style beam - column joints is designed and conducted
  摘要设计了低周反复荷载作用下3个十字形足尺隔板贯通式梁柱节点试件（其中2个节点的柱子浇筑了混凝土， 1个为空钢管）的拟静力试验。
• The testing contents are as follows : 1 . eight rc columns were tested first under cyclic lateral force and a constant load equal to 20 % of the column axial load capacity . the main parameters considered were the type of frp jacket and peak drift ratio where the lateral loading was interrupted
  本学位论文针对上述问题开展了较为系统的研究,主要开展了以下工作: 1 .完成了8个大比例模型柱的制作和加固,并对其在控制位移下进行了拟静力试验。
• 2 . pseudo - static force testing of twelve full - scale connections , including top - seat angle connections , two web flange and top - seat connections , extended - end - plate connections , slit - t steel connections and dog - bone connections are carried out for the first time in our country
  2首次在国内大规模地进行了顶底角钢连接、带双腹板顶底角钢连接、外伸端板连接以及短t型钢连接等半刚性连接以及狗骨式刚性连接这五种连接类型共十二个原型试件的拟静力试验。
• Based on a quasi - static test of two - lay - three - story concrete - filled rectangular steel tubular frame ( crstf ) , ductility behavior , dissipation of seismic energy , degeneration of stiff and intensity of the crstf under low - frequency , horizontal , repeat load are analyzed . hysteretic curves to each floor of crstf between displacements and repeat loads , together with corresponding framework curve and resilience model to top floor of crstf is shown , too
  本文基于一榀三层两跨方钢管混凝土框架拟静力试验，分析了低周反复水平荷载作用下框架的延性性能和强度与刚度的退化以及抗震耗能能力，给出了框架各层位移随反复荷载变化的滞回曲线，并根据顶层滞回曲线进一步得出了框架顶层骨架曲线及相应的恢复力模型。
• In static test , t - shaped and l - shaped specimens were respectively divided into four groups according to concrete strength grades , sectional height to thickness ratio , reinforcement ratio and ratio of axial compressive force to axial compressive ultimate capacity of section . how these factors affect the load - carrying and deformation of short - leg shear wall is known by analysis the result
  在拟静力试验中对t形和l形短肢剪力墙分别进行了四组试验，通过对试验结果的分析，揭示了混凝土等级、截面配筋率、轴压比和墙肢截面高厚比等因素对短肢剪力墙承载力和变形的影响。
• In the pseudo static tests of the middle joint and border joint , the failure modes , the carrying capacity , the ductility , the hysteresis loops and the stress transfer mechanism of the src column and steel beam joints under seismic loads are researched , which are compared with rc beam - column joints and src beam - column joints
  通过中柱节点和边柱节点的拟静力试验，着重分析了劲性柱?钢梁节点在模拟地震作用下的破坏形态、承载力、延性、滞回特性与应力传递机制，并与钢筋混凝土节点、劲性混凝土节点进行了比较。