1) 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。
2) low-rise shear wall
低矮剪力墙
1.
Experimental study on seismic behavior of steel reinforced concrete low-rise shear wall
型钢混凝土低矮剪力墙抗震性能试验研究
2.
In this paper,some research results which improve seismic performance of the low-rise RC shear wall have been generalized,including slitted low-rise shear wall,low-rise shear wall with concealed bracings,low-rise shear wall equipped with energy dissipation device and composite low-rise shear wall.
普通钢筋混凝土低矮剪力墙抗震性能较差,其抗震性能的改善一直受到工程界的关注。
3.
In this paper, the RC shear wall with concealed bracings is brought forward and the cyclic loading tests of eleven 1/3 scale low-rise shear walls are carrie d ou t.
提出了钢筋混凝土带暗支撑剪力墙 ,进行了 11个 1 3缩尺的低矮剪力墙模型的低周反复荷载试验 ,重点分析了暗支撑的倾角和配筋比对剪力墙抗震性能的影响 ,给出了带暗支撑剪力墙承载力的计算方法 ,计算结果与实测结果符合较好。
3) open-cross shear wall
开口剪力墙
4) small-open monolithic shearing wall
整体小开口剪力墙
5) low-rise shear wall
低剪力墙
1.
Experimental studies on seismic behavior of low-rise shear walls with concealed steel truss;
内藏钢桁架混凝土组合低剪力墙抗震性能试验研究
2.
Research on aseismic capability of SRC low-rise shear wall with opening;
劲性钢筋混凝土开洞低剪力墙抗震性能的研究
3.
Based on experimental researches and some basic assumptions of reinforced concrete low-rise shear walls with friction damp cuntrol devices,analysis of boundary frame,wall-slabs and their controlling forces had been carried out.
本文以带摩阻控制装置钢筋混凝土新型低剪力墙的试验研究为基础，从基本假定出发，通过边框、墙板及其控制力的受力分析，建立了这类新型低剪力墙极限承载力的计算公式。
6) low shear wall
低剪力墙
1.
Experimental research on seismic capability of steel reinforced concrete low shear wall with opening;
劲性钢筋混凝土开洞低剪力墙拟静力试验研究
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