elastic-plastic behavior meaning in English
弹塑性现象
弹塑性性质
弹塑性状态
Examples
- Fluid - solid coupling mathematical model of elastic - plastic behavior in calculating oil casing transmutation and example
计算套损的弹塑性流固耦合数学模型及算例 - In general , anti - seismic structures will be in the condition of elastic - plastic behaviors under strong earthquakes
在罕遇地震等的作用下，建筑结构将会进入到弹塑性状态。 - Pseudo - static force testing of 1 : 2 scale models including two steel frame with semi - rigid connections is first carried out in china in order to obtain elastic - plastic behavior of semi - rigid connections steel frames under cyclic loading as well as to analyze collapse characteristic after structural ultimate strength has lost and the coming order of plastic hinges
通过试验考察了半刚性连接平面钢框架结构在循环荷载作用下的弹塑性性能；了解结构在丧失极限承载力后的破坏形态和塑性铰出现的顺序；利用所编程序计算了其中一个框架的受力性能。 - On the basis of experimental research on beam - to - column connections and steel - frame with semi - rigid connections , failure models , seismic behaviors , and characteristic of dissipation of energy of these two kinds of connections , and the main factors influencing upon the behavior of connections , as well as the developmental process of stress in key sections were analyzed in this paper . the elastic - plastic behavior of steel frame with semi - rigid connections under cyclic loading and the effect of semi - rigid connections on the performance of the frame were also discussed
在梁柱连接试验和半刚性连接框架试验研究的基础上，分析两种连接节点的破坏形式，抗震性能和耗能特性，影响这两种连接性能的主要因素，关键部位应力发展以及半刚性连接框架循环荷载作用下的弹塑性性能，半刚性节点对框架性能的影响。 - Pseudo - static force testing of 1 : 2 scale models of a steel frame with dog - bone connections is first carried out in china in order to obtain elastic - plastic behavior of dog - bone connections steel frames under cyclic loading as well as to analyze collapse characteristic after structural ultimate strength has lost . the influence of dog - bone connection on the coming order of plastic hinges and failure characteristic of steel frame , and the influence of dog - bone ' s shape and position on the behavior of structure is obtained
通过试验考察了狗骨式连接平面钢框架结构在循环荷载作用下的弹塑性性能;了解狗骨式连接对结构塑性铰出现的顺序以及结构破坏形态的影响;了解节点处与狗骨处应力发展状况，探讨狗骨削弱的形状和削弱位置对节点性能的影响。