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1)  parallel double shear wall in deform joint
变形缝处平行双剪力墙
2)  slitted shear wall structure
带缝剪力墙
1.
Non-linear analysis on small shear-span ratio slitted shear wall structure;
小剪跨比带缝剪力墙非线性分析
2.
With the implementation of the policies about wall materials innovation and energy efficiency in buildings, a kind of new structure—slitted shear wall structure with heat preservation formwork was developed.
适应建筑节能、墙材革新等政策的要求,提出一种新型保温承重结构体系——免拆保温墙模带缝剪力墙体系。
3.
The presentation of the slitted shear wall structure with the heat preservation formwork has blazed a new way in the development of energy saving building system.
分析结果表明保温墙模带缝剪力墙结构较普通剪力墙结构自重减轻、自振频率减小,因而减轻了结构的地震作用反应。
3)  slit shear walls
带缝剪力墙
1.
Following the studies stated in the first part, this paper deals with the nonlinear analysis of behaviour of slit shear walls by finite element method, the focus is the influence of different designings of connecting beams on the behaviour of slit shear walls.
分析结果表明,连梁的设计对整体结构的性能及其破坏形态至关重要,因此合理的连梁设计是实现带缝剪力墙工作机理的基础。
4)  slitted shear wall
带缝剪力墙
1.
Research on anti-seismic performance of slitted shear walls system;
带缝剪力墙的非线性分析
5)  slit wall
竖缝剪力墙
1.
For implementing the design philosophy of the slit wall,this paper provided a review of the design method for slit reinforced concrete wall.
为实现竖缝墙的设计思想,考察带竖缝剪力墙设计方法,提出了补充设计计算和构造措施,包括梁柱连接和梁腹板,应补充受剪强度计算;当受剪强度不满足时,建议增加竖缝墙和钢柱的抗剪件连接,该构造可同时满足安装要求;建议竖缝剪力墙上端与钢梁采用竖向孔高强度摩擦型螺栓连接,以实现竖缝剪力墙不承受竖向荷载,只承受水平力的设计思路。
6)  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
补充资料:是处非处力
【是处非处力】
 (术语)佛十力之一。分别是非之理之力。
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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