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1)  different vertical deformation
竖向变形差
1.
Analysis and solving of the different vertical deformation of the steel-frame-concrete silo structure;
钢框架—混凝土芯筒结构竖向变形差分析解决
2)  differential shortening between columns and core-wall
竖向变形差异
1.
Taking the concrete creep and shrinkage of core-wall and the temperature difference between inside and outside of the structure into account, the differential shortening between columns and core-wall of the steel frame-reinforced concrete core-wall structure subjected to gravity loads is analyzed in this paper.
本文研究了钢框架-钢筋混凝土核心简体系在重力荷载下,框架柱与混凝土简体的竖向变形差异问题,在分析中考 虑了混凝土的收缩和徐变以及建筑物室内外温差的影响。
3)  vertical deformatian difference
竖向差异变形
4)  vertical deformation
竖向变形
1.
Large-scale model tests on vertical deformation of cement-soil pile composite foundation under cyclic loading are performed through a new load-applying system designed by ourselves.
采用自行研制的油压式循环加载设备,对水泥土桩复合地基在循环荷载作用下的竖向变形进行了大比尺的模型试验。
2.
The biasing pressure vertical stiffness and vertical deformation properties at shear-compression state are studied.
为了全面评价隔震橡胶支座的竖向性能,特别是在压缩剪切变形状态下的竖向性能,对铅芯橡胶支座和天然橡胶支座的竖向性能进行了试验研究,分析了这两种隔震支座在压缩剪切变形状态下偏压竖向刚度以及竖向变形量等特性。
3.
Using fatigue machine designed by authors, adopting China rubber bearings of 160 mm diameter,this paper studied the changes of the vertical deformation and vertical stiffness of the rubber bearings by vertical fatigue load test of 100 thousands repetition, studied the durability property of rubber bearings.
利用自行建立的疲劳试验系统,以国产160mm橡胶隔震支座为研究对象,测试了支座在竖向10万次循环荷载作用下竖向变形和竖向刚度的变化,以确定支座的耐久性性能,结果表明:国产橡胶隔震支座疲劳性能稳定,符合规范规定的性能要求。
5)  vertical deformation
竖向形变
1.
A new method named the VSCRM-vertical deformation changes responded method to test bridges based on vertical deformation change every day has been put forward.
提出了基于周日竖向形变的桥梁健康检测方法(亦即竖向形变响应法),该方法借助动态GPS技术,通过测定桥梁上若干点在自然交通状态下的周日竖向形变,以此对桥梁的健康状况进行评估。
6)  vertical deformation
竖向变形量
1.
Study on vertical deformation of bridge isolators at shear-compression state;
桥梁隔震支座压缩剪切变形状态下竖向变形量研究
补充资料:城市用地竖向规划
城市开发建设地区(或地段),为满足道路交通、地面排水、建筑布置和城市景观等方面的综合要求,对自然地形进行利用、改造,确定坡度、控制高程和平衡土石方等而进行的规划设计。
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