1) shear wall with staggered hole
错洞剪力墙
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) staggered shear walls
错列剪力墙
1.
In order to study on the seismic behavior of this new kind of complicated structures,including its bearing capacity,deformation capability,ductility as well as failure mechanism,the comparison of the tests of 3 the reinforced concrete staggered shear walls structure and 1 reinforced concrete frame-shear wall structure subjected to the low cyc.
一系列与楼层等高和开间等宽的墙板沿框架高度隔层错跨布置形成的错列剪力墙结构,是一种新型的复杂抗侧力结构。
2.
Based on reference [1],the seismic behavior of staggered shear walls structures,including its load-displacement hysteretic loops,skeleton curves of specimens,ductility and energy dissipation performance,stiffness and deformation capability are analysized in this paper.
在文献[1]的基础上,对3榀错列剪力墙结构模型和1榀传统的框架—剪力墙结构模型的滞回曲线和骨架曲线、延性和耗能能力、刚度和变形能力进行了比较分析。
4) 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。
6) staggered shear wall
隔层错跨剪力墙
1.
High calculation precision result can be obtained in finite element analysis of shear wall by using rectangular finite element method,however,for analysis of special structure like staggered shear wall,the introduction of rotational degree of freedom in rectangular element will be more suitable.
剪力墙结构在进行有限元分析的时候,通常选用矩形单元便能获得足够的计算精度,但对于隔层错跨剪力墙这种特殊的剪力墙结构来说,采用带旋转自由度的矩形单元,增加了对转角的考虑,同时将连梁、梁、柱划分为杆单元,使得分析结果更为精确。
2.
Based on the experimental research and aseismic analysis, the staggered shear wall structure is presented, which not only provides big space for architecturers but also has lighter dead weight and high capacity of resistance to horizontal force.
隔层错跨剪力墙结构能为建筑设计提供大空间，而且自重小，具有优异的抵抗水平荷载的能力，但纵向刚度较薄弱。
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