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Home > chinese-english > "荷载-位移曲线" in English

English translation for "荷载-位移曲线"

load-displacement curve

Related Translations:
缓冲器位移:  buffer offset
位移抑制:  restraint of displacement
弹性位移:  elastic displacement
偏心位移:  eccentric shifting
偏航位移:  off-track displacement
位移开关:  displacement switch
相位位移:  shift phase
位移计数器:  shift counter
固态位移:  solid displacementsoliddi lacement
初始位移:  initial di lacementinitial displacement
Example Sentences:
1.In the elastic term , the two load - displacement curves slope are similar , the new structure s slope is more greatly . stiffness is better than the traditional structure . but the new joint s crack load is littleer
在弹性阶段两者的荷载-位移曲线斜率相差不多,而且新的连接形式斜率还大一些,它的刚度较传统连接形式要好,但新的连接形式楼板开裂荷载稍偏低,应采取加强措施来提高开裂荷载。
2.Through comparing and analyzing of bearing capacity , development of crack and strain of reinforced , the results show that the load - deflection plots f or specimens from the finite element analysis agree well with the experimental data , and choosing the rightful stress - strain relationship , utilizing ansys program , the test process can be well simulated . at the same time , making used of the program , the traditional shear wall is analyzed . it shows that comparing with the traditional shear wall , the hollow shear wall ' s cracking load drop 16 % , yield load and failure load drop 13 % , stiffness drop 13 % ~ 22 %
其次在试验的基础上,将试验手段、有限元数值模拟方法和理论分析结合起来,利用有限元程序ansys对其中的两片墙板进行非线性有限元分析,并对前后的承载性能,裂缝发展、钢筋应变进行了比较和分析,结果表明有限元节点模型分析的荷载-位移曲线和试验测得数据符合良好,选用合理的材料本构模型,利用ansys可以较好的模拟试验过程;同时利用有限元模型对比分析了普通剪力墙和空心剪力墙,空心剪力墙与普通剪力墙对比,其开裂荷载下降16 ,屈服荷载、极限荷载下降13 ,刚度下降13 22 ,开裂至屈服、屈服至极限荷载阶段的刚度衰减规律与普通剪力墙基本一致,空心剪力墙的后期刚度比较稳定。
3.A computer program based on the above theoretical formulation is developed by means of the visual fortran code . numerical examples of a single circular cfst arch in two loading cases are presented . the complete load - deflection and load - strain relation curves in the two loading cases are numerically obtained and the numerical results are compared with test results
针对具体算例进行了实例计算分析,获得了拱结构各点的荷载-位移曲线和荷载-应变曲线;将程序的计算结果与的试验结果进行了比较,验证了程序的正确性和有效性。
Similar Words:
"荷约克" English translation, "荷载" English translation, "荷载-沉陷曲线" English translation, "荷载-挠度图" English translation, "荷载-伸长曲线" English translation, "荷载板" English translation, "荷载比" English translation, "荷载变形痕迹" English translation, "荷载变形试验" English translation, "荷载变形图" English translation