2) reinforced concrete masonry shear wall
配筋砌块砌体剪力墙
1.
As a new structure which has the performance of masonry and concrete, the reinforced concrete masonry shear wall has been used more and more recently.
配筋砌块砌体剪力墙结构是融砌体与混凝土性能于一体的一种新型结构形式,近年来研究和应用逐渐增多。
2.
Reinforced concrete masonry shear wall structure is a new type of structure,the theory of computing and analysis for it is juvenility.
配筋砌块砌体剪力墙结构是一种新型的建筑结构体系,其内力分析和计算理论还较不成熟。
3) reinforced block masonry shear wall
配筋砌块剪力墙
4) tendon bricking force wall structure
配筋砌块砌体剪力墙结构
1.
It elaborates the application of tendon bricking force wall structure in China and abroad,from loading group and constructing quality control grade,it discusses the problems in design of tendon bricking force wall structure,points out that this structure s application can promote the innovation of wall material in China.
阐述了配筋砌块砌体剪力墙结构在国内外的应用,从荷载组合和施工质量控制等级两方面探讨了配筋砌块砌体剪力墙结构设计中应注意的问题,指出该结构体系的应用能推动我国墙体材料的革新。
5) reinforced block short-leg masonry shear wall
配筋砌块短肢砌体剪力墙
1.
Nonlinear FEM program ANSYS is adopted to simulate the reinforced block short-leg masonry shear wall with eccentric compressive load.
应用ANSYS结构有限元分析软件,选择三维八节点的混凝土单元Solid65模拟灌孔砌块砌体、杆单元Link8模拟钢筋,针对竖向偏心荷载作用下的配筋砌块短肢砌体剪力墙进行了三维非线性有限元分析,研究了该类墙体的破坏形态、承载与变形能力,并将模拟结果与试验值进行了对比,验证了有限元分析方法的可行性。
2.
Based on the reinforced concrete masonry shear wall structure and the reinforced concrete short-leg shear wall structure, the reinforced block short-leg masonry shear wall structure was put forward which can cut down cost of program on the basis of keeping the seismic behavior of structure.
配筋砌块砌体剪力墙结构因其经济性和适用性与我国的住房需求和墙体改革方向相协调,结合配筋砌块砌体剪力墙结构和钢筋混凝土短肢剪力墙结构提出的配筋砌块短肢砌体剪力墙结构在不降低抗震性能的基础上可以节省工程造价,必将拥有广阔的发展前景。
6) frame-supported-reinforced-masonry-shear-wall
框支配筋砌块砌体剪力墙
1.
Substructure pseudodynamic tests were adopted to carry out for 1:4 reduced-scale models of frame-supported-reinforced-masonry-shear-wall(FSRMW),to study their seismic behaviors.
运用子结构方法对两榀框支配筋砌块砌体剪力墙结构(底部框架配筋砌块砌体剪力墙和底部框剪配筋砌块砌体剪力墙结构,均为14层)进行了1/4比例模型的多自由度子结构拟动力地震反应试验;研究了地震作用下该结构的动力反应和破坏机理;分析了试验模型的受力特点和破坏形态。
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