1) yield displacement
屈服位移
1.
It is assumed that yield displacement is the function of the geometry of components and the yield strain of the reinforcing steel, and that structural stiffness is dependent on strength.
C框架结构屈服前刚度与强度相关,屈服位移由结构几何尺寸近似确定。
2.
The procedure uses the yield displacement and displacement ductility factor as the design parameters and uses the inelastic seismic demand spect.
再以屈服位移和位移延性系数作为设计参考变量,采用屈服谱加速度和屈服位移(Ay-Dy)格式的地震需求谱求解系统在不同风险水平地震作用下的反应。
3.
In order to calculate the yield displacement of shear walls accurately,the influence of some factors,which include thickness of wall,concrete grade,ratio of longitudinal reinforcement and depth of walls etc.
采用结构非线性分析程序探讨了墙厚、混凝土强度等级、纵筋配筋率、钢筋级别、轴压比、墙长等因素对单肢剪力墙屈服位移的影响,从而对现有的屈服曲率计算公式进行了改进。
2) drift ratio at yielding
屈服位移角
3) yielding displacement of friction energy dissipating device
耗能器屈服位移
1.
The influence of yielding displacement of friction energy dissipating devices on suppressive effectiveness of structure vibration;
耗能支撑的耗能器屈服位移对框架结构减震效果的影响
4) yield story drift
层间屈服位移
1.
The displacement of the joint section yielding of the beams is regarded as the target displacement, and the calculating formulation of the yield story drift is derived in this paper.
提出用框架梁节点截面屈服时的位移作为目标位移,并推导了层间屈服位移的计算公式;然后用结构近似的第一振型曲线作为其侧移模式,对层间屈服位移进行修正。
5) bending target displacement
屈服目标位移
1.
Based on existing seismic performance analysis theory of steel-concrete columns and steel-concrete composite beam,the main influence factors of the bending target displacement and the terminal target displacement of steel-concrete composite frame structure under the effect of the earthquake are discussed,and the corresponding calculating method is proposed.
在已有的钢管混凝土柱和钢-混凝土组合梁抗震性能分析理论基础上,探讨了在地震作用下钢-混凝土组合框架结构的屈服目标位移和极限目标位移的主要影响因素,提出了相应的计算方法。
6) offset yield strength
偏移屈服强度
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