1) unfull span shear walls coupled by cross wall
非满跨错位剪力墙
2) 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。
3) shear wall with staggered hole
错洞剪力墙
4) 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。
6) single span frame shear-wall structure
单跨框架-剪力墙结构
1.
The scheme design of structure,linear and nonlinear analysis,the calculation and details solution of single span frame shear-wall structure among long space between shear walls,overlength structure without expansion point,the strengthening of locally weak area,the seismic design of the bearings of the corr.
介绍主体结构方案的确定,线性及非线性分析,单跨框架-剪力墙结构在剪力墙间距较大时的计算及构造处理,超长结构不设伸缩缝处理,局部连接薄弱处的加强处理,连廊的抗震支座及共享大厅钢架的设计等问题,供同类设计参考。
补充资料：满把
1.谓拉满弓。 2.犹一手，只凭一人之力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条