1) shear wall interruption
断层剪力墙
1.
Based on the member-storey model and SRSS method,the frame-shear wall structures with shear wall interruption for different heights and rigidity characteristics are analyzed.
用杆系-层模型和振型分解反应谱法,分析不同高度和结构刚度特征值的断层剪力墙框剪结构地震反应,设定可中断剪力墙的高度条件。
2.
Based on SRSS method,the frame-shear wall structure with shear wall interruption at different heights is analyzed.
构造能模拟一层框剪结构的层单元,用振型分解反应谱法分析不同高度和结构刚度特征值的断层剪力墙框剪结构的地震反应,设定可中断剪力墙高度的条件。
2) shear wall cutoff
剪力墙中断
1.
The seismic responses of irregular frame-shear wall structures with shear wall cutoff have been studied based on the transfer matrix technique and structural modeling using wall elements.
本文用墙单元将剪力墙中断的框架-剪力墙结构离散,利用传递矩阵技术探讨此不规则框架-剪力墙结构的地震反应,四阶Runge-Kutta法用来求解用正则坐标写出的对应于第j个振型的运动方程。
3) high-rise shear
高层剪力墙
1.
The article introduces the design ideas and design process in energy-saving of a high-rise shear wall structure house project; design optimization and choosing of energy-saving materials and explains that the target of 50% energy-saving can be highly integrated with low cost investment.
文章介绍某高层剪力墙结构住宅项目工程节能设计设计思路和设计过程;节能材料设计优化和选择;说明实现节能50%目标与低成本投入能够高度统一。
4) partial shear wall interruption
剪力墙局部中断
1.
The comparison analysis of period,displacement,stiffness ratio and reinforcement on different conditions with partial shear wall interruption and all shear walls up to roof was performed based on two practical engineering projects.
通过分析框-剪结构的协同工作原理,从概念上探讨了剪力墙局部中断的合理性。
5) 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