1) double shear
双剪力
2) Twin Shear Stress
双剪应力
1.
Based on the method of expressing the equivalent stress with principle shear stress,the difference of the theoretical values between the twin shear stress strength theory with the Tresca and the Mises strength theories are analysed and compared concisely.
采用主剪应力表示相当应力的方法,对双剪应力屈服准则与Tresca及Mises屈服准则的理论值进行了简明的比较。
2.
In this paper the difference of the theoretical values between the twin shear stress strength theory with the Tresca and the Mises strength theories are analysed and compared by a concise method.
文章应用简洁的方法分析比较了双剪应力强度理论与Tresca 及Mises 强度理论在理论值上的差异。
3.
Calculation examples were cited to make a comparison between third strength theory, fourth strength theory and twin shear stress theory.
本文扼要介绍了一种新的强度理论——平方主剪应力强度理论的内容,说明其在强度理论方面的创新意义,进一步补充了该理论和实验资料的对照,以及通过计算实例和第三、第四强度理论、双剪应力强度理论进行比较,提出了进一步研究的问题。
4) double angle shear
双角剪力
5) coupled shear wall
双肢剪力墙
1.
Study on the ductility of coupling beams at coupled shear wall;
双肢剪力墙中连梁延性的研究
2.
Analysis of ultimate bearing capacity of coupled shear walls based on philosophy of capacity design;
基于能力设计原理的双肢剪力墙极限承载力研究
3.
Experimental study on seismic performance of RC coupled shear wall with concealed bracings in different span-height-ratio of lintel beam;
不同连梁跨高比带暗支撑双肢剪力墙抗震性能试验研究
6) coupled shear walls
双肢剪力墙
1.
It is shown in experimental study that the coupled shear walls with stiffening coupling beams is superior to the common coupled shear walls in aseismic performance.
已有的试验研究表明带强连梁的双肢剪力墙结构比普通双肢剪力墙结构有更好的抗震性能,但这种结构中强连梁的最优位置和设置数量尚没有合理的确定方法。
2.
A lot of formulas are derived by the continuum approach to evaluate the lateral drift and the internal forces of the coupled shear walls with the stiffening beams under a lateral concentrated load acting at arbitrary level.
运用连续化方法推导出在任意水平集中力的作用下，带刚梁的双肢剪力墙结构的内力、侧移的计算公式，并利用所得公式，计算结构的动力特性，探讨刚梁刚度、设置高度对结构基本周期及振型的影
补充资料：剪应力差法
见光弹性法。
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