2) bilateral shear strength
双向受剪承载力
1.
The mechanism and calculation method of bilateral shear strength of rectangular frame columns with different stirrup areas on two principal axes under low cyclic oblique horizontal loads were investigated based on a test of 5 rectangular frame columns without stirrup and 7 rectangular frame columns with different stirrup areas on two principal axes.
通过试验分析了无腹筋混凝土框架柱受剪承载力的双向相关性,提出了对混凝土项修正的双向受剪承载力理论。
3) bidirectional shear bearing capacity
双向抗剪承载力
1.
The bidirectional shear bearing capacity analysis of steel reinforced concrete special shaped columns
型钢混凝土异形柱双向抗剪承载力分析
4) maximum radial of twin shear stress factor
双剪应力因子最大向径
5) bilateral shear
双向受剪
1.
Experimental research on bilateral shear behavior and correlation of RC frame columns;
混凝土框架柱双向受剪性能试验研究与相关性分析
6) 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。
补充资料：剪力墙
| 剪力墙 shear wall 房屋或构筑物中主要承受风荷载或地震作用引起的水平荷载的墙体。防止结构剪切破坏。又称抗风墙或抗震墙、结构墙。分平面剪力墙和筒体剪力墙。平面剪力墙用于钢筋混凝土框架结构、升板结构、无梁楼盖体系中。为增加结构的刚度、强度及抗倒塌能力，在某些部位可现浇或预制装配钢筋混凝土剪力墙。现浇剪力墙与周边梁、柱同时浇筑，整体性好。筒体剪力墙用于高层建筑、高耸结构和悬吊结构中 ，由电梯间、楼梯间、设备及辅助用房的间隔墙围成，筒壁均为现浇钢筋混凝土墙体，其刚度和强度较平面剪力墙高可承受较大的水平荷载。 |
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