1) shear wall stress arch
剪力墙应力拱
2) the limb of shear-wall
剪力墙墙肢
3) shear wall
剪力墙
1.
Experimental study on seismic performance of RC shear wall joint with bi-directional single row of steel bars;
双向单排配筋剪力墙节点抗震性能试验研究
2.
State-of-the-art of high strength and high performance concrete shear walls;
高强高性能混凝土剪力墙的研究现状及展望
3.
Application of microplane models in the computation of shear wall structure;
微平面模型在剪力墙结构计算中的应用
4) shearwall
剪力墙
1.
Elastic analysis of non-planar acting force for shearwall in large space residence;
大空间住宅剪力墙出平面受力弹性分析
2.
An experimental study on the seismic behavior of a 1/4 scale reinforced block masonry shearwall building model;
配筋砌块砌体剪力墙1/4比例模型房屋抗震性能试验研究
3.
On the Design of Frame-shearwall Structure;
浅论框架──剪力墙结构设计
5) shearing force wall
剪力墙
1.
Application of grey system in decision-making on construction project of moulding board of shearing force wall;
灰色系统在剪力墙模板施工方案决策中的应用
2.
Analysis of mold expanding phenomenon of shearing force wall template;
剪力墙模板胀模现象分析
3.
Taking design of a high residential structure for example ,it introduces its ideas of structural design,illustrates process of designing some frame supporting shearing force wall structure and concludes several designing experiences.
以某商品住宅楼工程结构设计为例 ,介绍了其结构设计的思路 ,对部分框支剪力墙的结构设计过程进行了详细阐述 ,总结了几点设计体
6) shear-wall
剪力墙
1.
Simplified analysis of the collapse of shelters attached to shear-wall structures with blast loadings;
冲击波作用下剪力墙结构人防地下室倾覆的简化算法
2.
Analytical model of predigested strut and tie model for shear-wall
基于STM的简化拉压杆剪力墙单元模型
3.
The factors sensitive to the analysis result of shear-wall structure are discussed,including the model of shear wall,the judgement for the reinforcing positions,the adjustment of internal forces and the calculation of bearing capacity,etc.
探讨了对剪力墙计算产生影响的主要因素,包括剪力墙的计算模型、底部加强部位的判断、内力调整、承载力计算等。
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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参考词条