1) target displacement
极限性态目标位移
1.
Study on the method for determining target displacement of block masonry structures under near collapse performance level;
基于性态的砌块砌体结构极限性态目标位移确定方法的研究
2) terminal target displacement
极限目标位移
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。
3) Ultimate displacement
极限位移
1.
Experimental and analytical studies on the ultimate displacement of RC shear walls
钢筋混凝土剪力墙构件极限位移的计算方法及试验研究
2.
According to P-Δcurve of simulative dynamic test for tall frame structures, all kinds of elements in the ultimate displacement, uncertain factors in layer-to-layer displacement and destroying reasons are analyzed.
根据高层框架结构拟动力试验的P -Δ曲线 ,着重分析了极限位移中包含的各种成分 ,层间位移限值中不确定因素存在的原因及对结构垮塌破坏的影响。
3.
Base upon the analysis results, we found that for frames the ultimate displacements when structures collapse are almost same, i.
基于分析结果,得到了同种框架在不同地震动作用下倒塌时位移基本相同的结论,这说明倒塌时结构的极限位移与所施加的地震动类型无关。
4) limit displacement
极限位移
1.
By discussing the influence of various parameters on transfer function in this model,it was considered that the limit displacement among pile-soil was a main parameter in transfer function.
通过分析各参数对传递函数的影响,认为桩土间的极限位移是双曲线传递函数的主要参数。
2.
Concept of limit displacements of primary support system of railway tunnel are presented,and the method for determining the limit displacements is introduced systematically.
阐述了隧道支护系统极限位移的意义,系统地介绍了初期支护极限位移的确定方法。
5) target displacement
目标位移
1.
A method for determining target displacement based on structural Push-over curve;
基于结构Push-over曲线的目标位移的确定
2.
The accurate determination of target displacement is demanded for performance/displacement based seismic design of concrete small-sized hollow block masonry at different performance levels.
基于性能/位移的混凝土小型空心砌块结构抗震设计需要确定不同性能水平下的目标位移。
3.
An improved method for calculating the target displacement of pushover analysis is proposed based on equivalent single-degree-of-freedom system,which considers the contribution of the higher modes in seismic response.
在等效单自由度体系地震反应目标位移计算方法的基础上,提出考虑高振型影响的结构推覆分析目标位移计算方法。
6) displacement target
位移目标
补充资料：态-态反应性散射截面
分子式：
CAS号：
性质：设有一态-态反应A+BC(υ，j)=AB(υ′,j′)+C，其中υ、υ′、j、j′分别为反应物和产物的振动量子数和转动量子数。根据微分反应截面σr的定义，则σr(υ、j︱υ′、j′)应为单位时间单位立体角中散射的具有υ′、j′能态的分子数占散射截面的分率。态-态反应性散射截面即其积分态-态反应截面Sr(n´∣n，g)=(n´∣n，g，θ) dΩ，n表示内部量子态，Z为相对速率。
CAS号：
性质：设有一态-态反应A+BC(υ，j)=AB(υ′,j′)+C，其中υ、υ′、j、j′分别为反应物和产物的振动量子数和转动量子数。根据微分反应截面σr的定义，则σr(υ、j︱υ′、j′)应为单位时间单位立体角中散射的具有υ′、j′能态的分子数占散射截面的分率。态-态反应性散射截面即其积分态-态反应截面Sr(n´∣n，g)=(n´∣n，g，θ) dΩ，n表示内部量子态，Z为相对速率。
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