弹塑性地震反应的英文

• elasto-plastic earthquake response

• "弹"英文翻译    shoot; catapult
• "塑性"英文翻译    ductility; plasticity; briqu ...
• "地震"英文翻译    earthquake; earthshock; eart ...
• "反应"英文翻译    neaction
• "弹性地震反应" 英文翻译 :    elastic earthquake response
• "地震反应" 英文翻译 :    earthquake response
• "地震反应谱" 英文翻译 :    earthquake response spectrum
• "弹塑性反应" 英文翻译 :    elasto-plastic response
• "地震反应特性" 英文翻译 :    seismic response characteristic
• "统计地震反应" 英文翻译 :    statistical seismic response
• "弹塑性反应谱" 英文翻译 :    elasto-plastic response spectrum
• "弹塑性反应分析" 英文翻译 :    elastoplastic response analysis
• "弹塑性" 英文翻译 :    elasto plasticity; plastoelasticity
• "地基基础抗震地震反应谱" 英文翻译 :    earthquake response spectrum
• "根据地震反应谱理论" 英文翻译 :    equivalent base shear method
• "地震反射" 英文翻译 :    seismic reflection
• "地震反射法" 英文翻译 :    seismic reflection technique
• "地震反演" 英文翻译 :    seismic inversion
• "弹塑性板" 英文翻译 :    elastoplastic plate
• "弹塑性边界" 英文翻译 :    elastic plastic boundary; elastoplastic boundary
• "弹塑性变形" 英文翻译 :    elastic plastic deformation; elastic-plastic deformation; elastico-plastic defomation; elasto plastic deformation; elastoplastic deformation; plastoelastic deformation
• "弹塑性波" 英文翻译 :    elastic-plastic wave; elastoplastic wave
• "弹塑性材料" 英文翻译 :    elastic plastic material; elastic-plastic material; elasto-plastic materials; elaxtic-plastic material
• "弹塑性的" 英文翻译 :    elastic plastic; elastoplastic; plastoelastic
• "弹塑性断裂" 英文翻译 :    elastic plastic fracture; elastic-plastic fracture; elastoplastic fracture

• Destructive forms and seismic responses of model structure in elastic and elastic - plastic phases are studied under different acceleration intensity of table motion during the experiment
  在输入不同地震烈度地震波的作用下，完成了模型结构破坏机理、弹性和弹塑性地震反应的试验研究。
• Then , the elasto - plastic time history analysis for re - centring isolation structure with shape memory alloys is carried out , and compared with fixed structure the control effect and fully re - centring capacity of the new isolation system is verified
  接着，对设有形状记忆合金自复位隔震装置的实际结构进行了弹塑性地震反应分析，并与非隔震结构进行了对比，以验证上述隔震装置的减震效果和复位性能。
• Seismic responses are analyzed by time history method and compared between this new - style frame and the normal special - shaped column frame . it is proved that the new - style frame presented in this thesis is more propitious to seismic resistance compared with the normal special - shaped column frame
  用drain - 2d +程序，对这种新型结构以及纯异形柱框架结构分别进行了弹塑性地震反应时程分析，比较了它们在地震反应上的差别。
• Lastly , the author program the relevant computer program by c language , and work out some problems , and analysis one practical engineering problem , at the same time , the author analysis the linear problem of practical engineering under static load and seismic load and the elastic - plastic problem under static load and seismic load . it is compared between the results of qr - method and finite element method , and we can find that the result of qr - method is more precise
  最后利用c语言编制了相应的计算程序，计算过一些例题，分析了一个实际工程问题，同时，针对实际工程问题作了线性静力、地震反应作用以及弹塑性静力、弹塑性地震反应作用分析，计算结果同大型有限元软件ansys的计算结果相比较，精确度比较高。
• The results of dztsd are able to show crack , yield and plastic hinge of wall and coupling beam . this program is abel to draw displacement curve , speed curve and acceleration curve of the building which undeugo earthquake . finally , an example is calculated using dztsd by inputing four kind of earthquake waves , including elastic analysis under conventional seism and plastic analysis under rare seism , which results show that short - leg shear wall is possessed of relatively good earthquake resistance performance
  采用matlab语言研制了高层建筑短肢剪力墙结构弹塑性地震反应分析程序dztsd ，该程序的计算结果可以反映短肢剪力墙结构中各根连梁以及墙肢在地震作用过程中的开裂、屈服以及塑性铰产生，同时能显示发生的时间，该程序还可以绘制出各层位移曲线、速度曲线和加速度曲线，并能够求出最大层间位移及最大层剪力。
• These kinds of mechanical models which are used to analyze the mechanical abilities of mrd are compared . ( 2 ) the elastic - plastic seismic response analysis about the magnetorheological structure . the elastic - plastic seismic response analysis and compared analysis of the magnetorheological structure are carried with semi - active bi - state and foil - state control strategy when structure is simulated by three fold line stiffness retrograde model and mrd is simulated by sigmoid model , and corresponding conclusions are given
  ( 2 )磁流变阻尼结构的弹塑性地震反应分析对实际结构的恢复力模型按三线型刚度退化模型考虑，磁流变阻尼器采用作者所提出的sigmoid模型，对在半主动全态和半主动双态控制下的磁流变阻尼结构进行了弹塑性地震反应分析和对比分析，并得出了相应的结论。