弹塑性地震反应 meaning in English
elasto-plastic earthquake response
Examples
- 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。