1) middle vibration elements judgment
中震构件屈服判定
2) un-yield design under intermediate earthquake
中震不屈服
1.
The basic concept of elastic design and un-yield design under intermediate earthquake, and the realizing of the design using SATWE software are introduced.
主要阐述了结构中震弹性设计和中震不屈服设计的基本概念和SATWE软件的实现过程。
3) non-yielding design under moderate earthquake
中震不屈服设计
4) un-yielding level under medium earthquake
中震不屈服阶段
5) yield criterion
屈服判据
1.
A failure calculating model of adhesion joint was set up based on linear Drucker-Prager yield criterion,mechanical analysis of localized structure of adhesion joint and mechanical behavior of adhesive.
通过对铝合金粘接接头的胶粘剂层力学分析,结合胶粘剂的力学性能,在线性Drucker- Prager屈服判据基础上导出相应失效模型。
6) yielding identification
屈服判别
1.
By use of comparison between results from SATWE and ETABS under frequent earthquake,yielding identification analysis under moderate earthquake,static push-over analysis under rare earthquake,weak portions of the structure have been found,and specific seismic measures are used to strengthen weak members.
通过采用SATWE和ETABS程序进行小震作用下计算结果对比分析、中震作用下构件不屈服判别分析、大震作用下静力推覆(push-over)分析,找到了结构的抗震薄弱环节,采取了相应的抗震加强措施。
补充资料：宾厄姆屈服值
分子式：
CAS号：
性质：产生宾厄姆流动的起始应力值，用τy表示。一般的牛顿流体和非牛顿流体当剪切应力(τ)大于零时，流体即产生剪切流动；而宾厄姆流体由于分子间的缔合作用和某些有序结构，需要在一定的剪切应力下改变这种结构后，流体才发生流动。
CAS号：
性质：产生宾厄姆流动的起始应力值，用τy表示。一般的牛顿流体和非牛顿流体当剪切应力(τ)大于零时，流体即产生剪切流动；而宾厄姆流体由于分子间的缔合作用和某些有序结构，需要在一定的剪切应力下改变这种结构后，流体才发生流动。
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