1) inelastic storey drift limit
弹塑性层间位移角限值
2) maximum elastic-plastic inter-story drift value
弹塑性层间位移限值
3) confined boundary elements
层间弹塑性位移角
1.
Elastic-plastic story drift capacity of shear walls with confined boundary elements according to “Code for Seismic Design of Buildings”(GB50011—2001) is discussed.
通过对两片长度不同的矩形截面钢筋混凝土抗震墙墙肢的计算分析 ,研究不同轴压比、不同层高的墙肢 ,为达到设定的层间弹塑性位移角 ,墙肢两端应设置的约束边缘构件的长度及其配箍特征值的大小 ;讨论了按《建筑抗震设计规范》(GB5 0 0 1 1— 2 0 0 1 )设置约束边缘构件的抗震墙墙肢的层间弹塑性位移能
4) Elastic-plastic Drift Ratio
弹塑性层间位移角
5) maximum elastic inter-story drift value
弹性层间位移限值
1.
Computation methods were expounded relatively for the maximum elastic inter-story drift value under frequently occurred earthquake action and the maximum elastic-plastic inter-story drift under seldom occurred earthquake action.
分析了SRC框架结构基于变形能力的抗震可靠度,分别阐述了多遇地震作用下结构弹性层间位移限值和罕遇地震作用下结构弹塑性层间位移限值的计算方法,基于M ATLAB编程得出结构弹性层间位移、结构弹性层间位移限值、结构弹塑性层间位移和结构弹塑性层间位移限值的概率分布类型及统计特性。
6) allowable interstorey drift index
层间位移角限值
补充资料:角位移
角位移 见角速度。 |
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条