1) 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。
2) structural andlysis and
局部剪力墙
3) 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。
4) 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。
5) mid-rise shear wall
中高剪力墙
1.
Experimental study on seismic behavior of mid-rise shear wall with concealed steel truss;
内藏钢桁架混凝土组合中高剪力墙抗震性能试验研究
2.
In order to calculate and understand the deformation and destruction process of the test specimens in theory,the elastoplastic finite element analysis of RC mid-rise shear wall with concealed bracings under lateral loading was carried out by ANSYS program based on experimental research.
为了从理论计算角度进一步了解带暗支撑中高剪力墙在水平荷载作用下的弹塑性变形与破坏过程,在试验研究的基础上,建立了钢筋混凝土带暗支撑中高剪力墙的弹塑性有限元分析模型,使用ANSYS有限元分析程序,对其在单调加载下的性能作了弹塑性分析,并分析了引起计算误差的原因。
3.
On the basis of experimental research on the seismic behavior of two one - third scale mod- els of mid-rise shear walls, the seis mic behaviors of two models were analyzed.
通过两个中高剪力墙模型的试验研究，比较分析了底部带暗支撑中高剪力墙与普通中高剪力墙的抗震性能。
6) the lower frame-shear wall structure
下部框架剪力墙
1.
The structure is divided into the upper frame structure and the lower frame-shear wall structure under the lateral earthquake action.
基于对框架剪力墙体系的认识,分析了上部框架-下部框架剪力墙结构在水平地震作用下的变形。
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