1.
Analysis on Kinmetic Stability of Loaded Linkage Mechanisms and Length-error Effect of Cable-strut Structures;
受荷连杆机构的运动稳定性和索杆结构的索长误差效应分析
2.
Study on Static and Dynamic Properties of Large Annular Cable-Bar Dome;
大型环状索杆结构的静动力性能研究
3.
The Analyse of Cable Tension and Bridge Construction Simulation Analog
索杆结构索力计算分析及全桥仿真模拟
4.
Simulation calculation on the deployment of deployable space cable-pole structure
可展空间索杆结构展开过程的仿真计算
5.
Stress Analysis and Deflection Calculation of Steel Cable-bar Structure of Dot Point Fixing Glazing
点支玻璃幕墙的钢索杆结构内力分析及挠度计算
6.
The Co-analysis of Cable-Strut-Beam-Membrane Structures Based on Ansys;
基于ANSYS的索杆梁膜结构整体分析
7.
FINITE MEMBER-CABLE ELEMENT METHOD FOR NONLINEAR ANALYSIS OF CABLE DOMES
索穹顶结构非线性分析的杆索有限元法
8.
Erection Simulation of Cable-Strut Tensile Structures and Motion Tracing of Planar Pin-bar Mechanisms;
索杆张力结构的施工成型和平面连杆机构的运动形态分析
9.
A Study on Finite Analysis Calculation Method of the Curtain Wall Strut-cable Structure
幕墙杆索结构有限分析计算方法的研究
10.
Analysis and Simulation Research of Construction Dynamics for Cable-Strut and Beam Steel Structure;
索杆梁钢结构施工动力学的理论与仿真研究
11.
Cooperative Analysis Theory and Wind-Induced Vibration of Cable-Strut-Membrane Space Structures;
索杆膜空间结构协同分析理论及风振响应研究
12.
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
13.
Theoretical Analysis and Experimental Research of New Cable-Bar Joint in Suspen-Dome Structure;
弦支穹顶结构新型索杆节点分析与试验研究
14.
Analysis and Research on Spherical Surface Latticed Shell Assembled with Self-Balanced Prestressed Cable and Strut Elements;
自平衡预应力索杆球面网壳结构的分析与研究
15.
Analysis of a Novel Cable-strut Tensile Structure-"Chord Spoke Dome";
一种新型的索杆张力结构—“弦辐穹顶”的研究分析
16.
Cooperative Form-finding Analysis and Load Analysis Study for the Cable-Strut-Membrane Structure;
索杆膜结构的协同找形及荷载分析研究
17.
Construction Analysis of "Basket Handle Arch-Suspender-Prestressed Grid" Space Structure
提篮拱/吊杆/拉索网架空间结构施工分析
18.
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