1) no drift at top column
柱顶无侧移
2) top drift
顶点侧移
1.
Seismic behaviors of plate-column structure are evaluated from some aspects including top drift of structure subjected to wind load and frequently occured earthquake,result of pushov.
基于板-柱结构及板柱-剪力墙结构的概念和设计方法现状,从风载和常遇地震作用下结构的顶点侧移,静力弹塑性分析结果,节点抗震性能以及结构振型分析等几个方面,评价了板-柱结构的抗震性能,并对板柱-剪力墙结构的抗震性能进行了初步探讨。
3) sliding at column upper end
柱顶滑移
4) displacement at the top of column
柱顶位移
5) sway column
有侧移柱
1.
By the analyses of the experimental results of three high strength concrete sway frame, the effects of the mutual supporting on the deformation ability of the high strength concrete sway columns were examined with some useful conclusions drawn therefrom.
实际结构中的有侧移柱和同层中其它抗侧力构件的变形是相互作用的，其变形性能和独立柱的变形性能是不同的。
2.
On the basis of analyses on the test results of two high strength concrete sway frames, the shear distribution and second order effect of HSC sway column are verified.
通过对两榀高强混凝土有侧移柱的试验分析 ,验证了有侧移柱剪力分配和二阶效应规律 ,并检验了层增大系数法计算 P-Δ效应的正确性。
6) non-sway
无侧移
1.
The simple formulae for the sway and non-sway buckling critical loads of the bars, which has arbitrary rotational restraints at both ends, are proposed respectively.
提出了考虑剪切变形影响,计算两端任意转动约束轴压杆有侧移失稳及无侧移失稳的近似公式,通过与精确解对比,近似法具有很好的精度。
补充资料：柱顶石馍
上等面粉经和面、搓条、揪剂，揉成圆锥状，并擀成底部浅凹的馍坯，状如柱顶石，入笼烙熟。皮薄瓤厚，酥脆爽，滋味清香。
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