1.
A Practical Method for Dynamic Analysis of Plane?Moving Elastic Beam?Bar Systems
平面运动弹性梁杆系统动力分析的实用方法
2.
Dynamics Analysis of Beam Pumping Unit and Sucker Rod System;
游梁式抽油机与抽油杆柱系统动力学分析
3.
Design on Mechanical Arm Applied to Monitor Anchor Screws in the Cast Steel Pedestal for PC Track Girder;
PC轨道梁锚固螺杆检测系统机械臂设计
4.
Design on Adjusting System Applied to Monitor Anchor Screws in the Cast Steel Pedestal for PC Track Girder;
PC轨道梁锚固螺杆监测调整系统的设计
5.
Because the back roller is used to apply the warp tension, it and its associated system of levers must be robust.
由于后梁是用来施加经纱张力的,后梁及其辅助系统的连杆必须具有足够的强度。
6.
rod or beam holding parts of a structure together
（连接结构物各部的）系杆,系梁.
7.
Stability Analysis of Tied Arch Bridge Based on Link and Beam Mixed Finite Element
基于杆梁混合单元的系杆拱桥稳定性分析
8.
A new explanation of the rigid continuous girder method for determination of tensile force of rod of tied arch bridge
确定系杆拱桥吊杆力的刚性连续梁法算法
9.
The Research on Stability of the Combinational Bridge with Rigid Frame and Single-ribbed Tied Arch;
刚构—单肋系杆拱组合桥梁稳定性研究
10.
Construction Techniques for a (60+128+60) m Tied Arch and Continuous Girder Bridge
铁路(60+128+60)m系杆拱连续梁施工技术
11.
In order to ensure the normal operation of traffic in construction the continuous box beam's construction adopts cross beam as supporting system and Bailey member bars as abutments.
为保证在施工期间的交通正常运行,连续梁的施工特采取贝雷杆件组拼支墩和横梁作为支撑系统。
12.
A Super Finite Elemont Method of Analyzing box Beam and Built-up Structure With Bar Member System
箱形梁和杆系组合结构分析的超级有限元法
13.
Theoretical Research on Large-Span Tensile Spatial Structures Composed of Cables, Bars and Beams;
大型索杆梁张拉空间结构体系的理论研究
14.
Analysis of Arch and Beam Combination Modeling Experiment of 56m Tied Arch Bridge;
56m系杆拱桥拱梁结合部静力模型试验分析
15.
Computation of Initial State and Zero State of Structure Composed of Cables, Bars and Beams
索杆梁结构体系初始状态与零状态的确定
16.
Composite deck structure of large span through tied-arch bridge on high-speed railway
高速铁路大跨度系杆拱桥结合梁构造形式
17.
On Bailey Beam Support System Used in the Construction of Self-anchor Suspension Bridge
用贝雷梁支架系统进行自锚式悬索桥主梁施工
18.
0.618 method calculation on absolute maximum deflection on primary beam within bridge system composed of longitudinal and transverse beams
纵横梁桥面系统主梁绝对最大挠度的0.618算法