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1)  battened wall
双肢墙
1.
It illustrates concept of frame shear wall structure system, calculation of side-sway under horizontal load by battened wall theory is introduced, this mean is simple and which can be referred in similar structure.
阐述了框架剪力墙结构体系的概念,介绍了采用双肢墙理论计算框架剪力墙结构在水平荷载作用下的侧移,经实践证明,该方法简便快捷,可供类似结构计算借鉴。
2)  coupled short-pier shear wall
双肢短肢剪力墙
1.
Experiment study on seismic behavior of RC coupled short-pier shear wall with concealed bracings;
带暗支撑双肢短肢剪力墙抗震性能试验研究
3)  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
4)  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
5)  double limb shear wall
双肢抗震墙
6)  single and coupled shear wall
单.双肢剪力墙
补充资料:2,2-双氯甲基-三亚甲基-双[双(2-氯乙基)磷酸脂]
CAS:38051-10-4
分子式:C13H24Cl6O8P2
中文名称:2,2-双氯甲基-三亚甲基-双[双(2-氯乙基)磷酸脂]

英文名称:2,2- bis(chloromethyl)-trimethylene bis[bis(2-chloroethyl)phosphate]
phosphoric acid, 2,2-bis(chloromethyl)-1,3-propanediyl tetrakis(2-chloroethyl)
2,2-bis(chloromethyl)trimethylene bis(bis(2-chloroethyl)phosphate)
2,2-bis(chloromethyl)-1,3-propanediyltetrakis(2-chloroethyl)phosphate
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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