According to the modern seismic conception, the critical zone of the RC member can be in the state of inelastic deformation after yield under strong motion.
现代抗震设计思想允许相应的钢筋混凝土结构构件的控制部位在强烈地震作用下进入屈服后非弹性变形状态。
Based on the strength criterion of the incremental plastic collapse, the inelastic deformation behavior of a ship's hull girder under cyclic bending loads was discussed in detail in this paper.
根据递增塑性破坏的强度准则，详细讨论了循环弯曲载荷下船体梁的非弹性变形性能。
But after the strong ground motion, every story of this system can appear great inelastic deformation so that this structural system sacrifices the main beam, although the structure avoids collapsing.
但这种结构体系在大震后结构各层将产生大的非弹性变形，尽管结构免于倒塌，但是以牺牲主梁为代价。
The damage occurred primarily at welded beam-to-column connections, which had been designed to act in a ductile manner and to be capable of withstanding repeated cycles of large inelastic deformation.
基本上破坏都出现在梁与柱的焊接处，而此处的韧性设计是为抵挡周而复始的大量建筑非弹性变化。
Such structure in the collision foredeep of the Dabieshan Orogen was resulted in inelastic extensional deformation of the conver side of the flexed plate aroused by lithospheric flexure.
这些伸展构造很显然是扬子克拉通和华北克拉通在三叠纪碰撞时，大别山造山带前陆位置岩石圈弯曲导致地壳上部产生非弹性变形的结果。
Such structure in the collision foredeep of the Dabieshan Orogen was resulted in inelastic extensional deformation of the conver side of the flexed plate aroused by lithospheric flexure.
这些伸展构造很显然是扬子克拉通和华北克拉通在三叠纪碰撞时，大别山造山带前陆位置岩石圈弯曲导致地壳上部产生非弹性变形的结果。
应用推荐