1) seismic resistant cross wall
抗震横墙
2) across-bulkhead shear resistence
横墙抗震控制
3) anti-quake wall
抗震墙
1.
Discussion on the design of anti-quake wall of basic frame-anti-quake wall house;
底层框架—抗震墙房屋的抗震墙设计探讨
2.
On the design analysis of one bottom large space anti-quake wall structure;
某底部大空间抗震墙结构的设计分析浅谈
4) aseismic wall
抗震墙
1.
Experience of the design of reinforced concrete aseismic wall;
钢筋混凝土抗震墙的设计心得
2.
Determination of aseismic wall sizes of masonry building with frame structure at the first story;
浅析底框架砖房底层抗震墙数量的合理确定
3.
frames and aseismic walls models, hence, the secant stiffness of frames and aseismic walls at different deformation stages are determined, the composition of lateral displacements of R.
基于性能/位移的抗震设计,采用振型分解反应谱法进行抗震分析,并根据钢筋混凝土框架及抗震墙模型的试验数据,确定各变形阶段框架及抗震墙的割线刚度,分析了多高层建筑结构侧移的成分,以及引起震害的侧移。
5) earthquake resisting wall
抗震墙
1.
Approach for some problems in the design of brick building of earthquake resisting wall of frame of ground floor;
底层框架抗震墙砖房设计中若干问题的探讨
2.
Discussion on wall design of the building with frame-earthquake resisting wall structure at lower stories;
底层框架—抗震墙房屋的墙体设计探讨
3.
Discussion on limit displacement value of RC frame with a few earthquake resisting walls;
含少量抗震墙RC框架的位移限值探讨
6) shear wall
抗震墙
1.
The design exploration of rooms with shear wall and bottom frame
底部框架—抗震墙房屋的设计探讨
2.
Pseudo static experiment of five solid shear wall specimens with different axial load ratio and different section type has been carried out.
完成了 5个不同轴压比、不同截面形式的抗震墙试件在往复水平荷载作用下的试验 ,抗震墙的约束边缘构件按《建筑抗震设计规范》(GB5 0 0 1 1— 2 0 0 1 )设置 ,分布筋采用冷轧带肋钢筋焊接网。
3.
By analyzing two rectangular shear walls with different section length,the required confined boundary element length and the required stirrup characteristic value of bound element are investigated for elastic-plastic story drift.
通过对两片长度不同的矩形截面钢筋混凝土抗震墙墙肢的计算分析 ,研究不同轴压比、不同层高的墙肢 ,为达到设定的层间弹塑性位移角 ,墙肢两端应设置的约束边缘构件的长度及其配箍特征值的大小 ;讨论了按《建筑抗震设计规范》(GB5 0 0 1 1— 2 0 0 1 )设置约束边缘构件的抗震墙墙肢的层间弹塑性位移能
补充资料：横横实实
1.形容体格粗壮结实。
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