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1)  RC shear wall with opening
RC有开洞剪力墙
1.
The purpose of research was to develop an analysis model to evaluate the ultimate strength of RC shear wall with opening based on the shear resistant mechanism.
基于“M-M”模型和改进“M-M”模型推导了RC有开洞剪力墙极限承载力计算公式,并编制了计算程序。
2)  shear wall with opening
开洞剪力墙
1.
Seismic behavior of reinforced block masonry shear wall with opening;
配筋砌块开洞剪力墙抗震性能的试验研究
2.
Cracking load of shear wall with opening is lower than that without opening due to stress concentration.
洞口位置对于具有对称墙肢的小开洞剪力墙极限承载力影响不大,但对结构延性及耗能能力有一定的影响。
3.
This paper investigates the technically problem of experical of electrical liquid servo assort with load system and on croudted reinforced concrete block masonry shera wall with opening, Expound implement process of pseudo-statics testing on croudted reinforced concrete block masonry shear wall with opening by displacement control of electrical liquid servo assort with load system.
研究了电液伺服协调加载系统在灌芯配筋混凝土砌块砌体开洞剪力墙试验的技术问题。
3)  RC shear wall
RC剪力墙
1.
Study on ultimate strength of RC shear wall based on shear resistant mechanism and failure modes;
基于抗剪机构和破坏模式的RC剪力墙极限承载力分析
2.
The purpose of this paper is to investigate an analysis model to evaluate the ultimate strength of RC shear wall with edge-frame columns or concealed columns based on the shear resistant mechanism and failure modes.
以探讨基于抗剪抵抗机构和破坏模式的带边框柱或暗柱的普通配筋形式的钢筋混凝土(RC)剪力墙极限承载力的分析模型为目的,鉴于RC剪力墙受力特性、破坏过程及破坏模式,以混凝土斜压杆为主的抗剪抵抗机构可简化成:倾角为θ的混凝土斜压杆、纵向及横向分布钢筋三部分组成。
4)  low-rise RC shear
劲性RC低剪力墙
5)  large opening shear wall
大开洞剪力墙结构
6)  shear wall with staggered hole
错洞剪力墙
补充资料:开剪
1.犹剪除。
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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