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1)  open-cross shear wall
开口剪力墙
2)  small-open monolithic shearing wall
整体小开口剪力墙
3)  short shear wall with small opening
低矮小开口剪力墙
1.
Based on the principal of direct modal perturbation method,a simplified semi-analytical technique for the modal characteristics of the short shear wall with small openings was developed.
首先把低矮小开口剪力墙视为变截面的剪切型悬臂结构,依据连续系统动力分析原理建立剪切型剪力墙自由振动分析的变系数微分方程;然后利用等截面剪切型悬臂结构模态函数的解析解和直接模态摄动法原理,考虑剪力墙中小开口对系统特征值和主模态所带来的影响,并进行修正;最后应用Ritz变换,将低矮小开口剪力墙的自振特性分析问题转化为一组非线性代数方程的求解问题,进而求得该类剪力墙自振特性的近似半解析解。
4)  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。
5)  coupling beam between openings
剪力墙洞口连梁
6)  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。
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。
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