1) vertical velocity
竖向速度
2) vertical acceleration time-histories
时程竖向加速度
1.
Effects of vertical acceleration time-histories on Newmark sliding block analyses;
考虑时程竖向加速度的Newmark滑块位移法
3) vertical rigidity
竖向刚度
1.
The paper takes a cable-stayed bridge with couple tower,couple cable,three-span prestressed concrete beam and steel truss composite beam for example,analyzes and compares various factors that affect the vertical rigidity of composite beam cable-stayed bridge of double line railway.
以某座双塔双索面三跨预应力混凝土梁与钢桁叠合梁斜拉桥为例,对影响双线铁路主跨280m叠合梁斜拉桥竖向刚度的各项因素进行了分析比较。
2.
The present situation of vertical rigidity tor the existing railway bridges under the action of Zhong-live load as stipulated in the railway design specifications in China and the proportional relationship between various load working conditions and Zhong-live load are analyzed.
分折了我国铁路设计规范中规定的在中-活载作用下既有铁路桥梁竖向刚度的现状、及在不同桥梁跨度条件下各种荷载工况和中-活载的比例关系、结果表明中-活载能满足速度160km/h新建铁路桥梁设计要求。
3.
The results show that as the vertical rigidity index of bridge exceeds allowance of the design specification,the running quality of vehicle and dynamical behaviour of the bridge are still in good condition.
本文应用车桥体系振动理论，分析了我国正在修建的一座公铁两用斜拉桥竖向动力特性及列车过桥时的平稳性，结果表明特大桥设计，虽然突破了桥规有关竖向刚度规定，但其动力特性、列车走行性仍满足有关指标的要
4) vertical stiffness
竖向刚度
1.
A Simple method for computing vertical stiffness of rubber bearings;
橡胶隔震支座竖向刚度简化计算法
2.
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。
3.
It is considered with the offset vertical stiffness of bearing isolation in analyzing the earthquake response for the isolated tower structure.
本文提出了考虑橡胶隔震支座剪切变形状态下竖向刚度特性的转动刚度计算式,并应用到大高宽比塔型隔震结构体系多质点体系计算模型分析隔震结构的地震反应。
5) vertical deflection
竖向挠度
6) vertical height
竖向高度
1.
The temperature effects of super-length building under the vertical height are researched.
研究了竖向高度对超长结构温度内力的影响。
补充资料：法向加速度
（见加速度）。
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