1.
Analysis of Second-order Effect in the Rigid and Semi-Rigid Steel Frameworks;
刚性及半刚性平面钢框架的二阶效应分析
2.
We've just received the floor plan.
刚刚收到楼层平面图。
3.
Stiffness Characteristics of 3-PRR Planar Parallel Mechanism Based on CCT Stiffness Matrix
3-PRR平面并联机构的刚度特性
4.
Study on Dual-plane Active Hydraulic Balancing Technology for Single-disk Rigid Rotor System
单盘刚性转子双平面液压主动平衡技术研究
5.
Analysis for In-plane Overall Stability and Spatial Performance of Light Steel Structure with Portal Frames;
轻型门式刚架平面内稳定性能及空间性能分析
6.
QR-Method for the Static Elastic-Plastic Analysis of Plane Steel Frame with Semi-Rigid Connection;
平面半刚性钢框架静力弹塑性分析的QR法
7.
Stiffness matrices of bernoulli beam for plane geometrically nonlinear analysis
伯努力梁平面几何非线性分析的刚度矩阵
8.
Choice of Center of Reduction of Inertial Force System of Rigid Body in Plane Motion
平面运动刚体惯性力系简化中心的选择
9.
Analysis of vibration isolation of a row of rigid piles to plane SV waves in saturated soil
饱和土中刚性排桩对平面SV波的隔离分析
10.
Theoretical dynamical impact solution on planar multi-rigid-body systems considering singularity
考虑奇异性的平面多刚体系统冲击问题理论解
11.
Feasibility study of a dual-plane active balancing method for a blower rigid rotor
风机刚性转子双平面主动平衡方法的可行性分析
12.
Static Stiffness Analysis for the MGK7350 Surface Grinding Machine
MGK7350平面磨床静刚度分析
13.
Research on the Elastic-Plastic Behaviors and Seismic Behaviors of Plane Steel Frames with Semi-Rigid Connections;
半刚性连接平面钢框架结构弹塑性分析及抗震性能研究
14.
Variable Rigidity Design Method of Rigid Pile Composite Foundation;
刚性桩复合地基空间变刚度调平设计
15.
The characteristics of the acceleration of the instantaneous velocity center( IVC) were presented, and the trajectory equation for pure rolling of rigid body( PRORB) was developed.
分析了瞬心的加速度特性，建立了刚体平面纯滚动的轨迹方程。
16.
Low of slippage on contact surfaces in squeeze flow of power-law fluid between two parallel disks
两平行刚性圆盘挤压幂律流体时接触面的滑移规律
17.
Quality Control of Planeness in New Spacecraft Solar Wing Substrate
新型航天器刚性太阳电池翼基板的平面度品质控制
18.
With the diaphragms assumed rigid in their own planes, all the frames sway by the same amount at a given floor level.
假设各楼板在它们自身平面内为刚性者，在每一给定楼板水平面处所有的框架产生相同的侧移。