1.
Kinematics Analysis and Simulation Research of Hyper-redundant Planar Variable Geometry Truss Robot;
超冗余度平面变几何桁架机器人运动学分析及仿真研究
2.
Virus Spreading Algorithm for Direct Displacement Solution of Dodecahedron Variable Geometry Truss Manipulator
十二面体变几何桁架位置正解的病毒传播算法
3.
Accurate Algorithm for Geometrically Large Deflection Analysis of Truss Structures
桁架结构几何大变形分析的精确方法
4.
Discrete Optimum Design of Truss Structure Undergoing Large Geometric Deformation;
几何大变形桁架结构离散变量优化设计
5.
Deployment Kinematics and Dynamics of Variable Geometry Truss
可变几何桁架展开运动学和动力学分析
6.
A research work on the inverse kinematics of VGMT based on redundant n-celled dual double-octahedral truss is carried out.
研究了双二重八面体单元组成的长链柔性变几何桁架机器人的逆位置分析。
7.
An algorithm for analysis of large span truss structures with large deformation
大跨度桁架几何大变形结构分析的一种数值方法
8.
THE RELIABILITY ANALYSIS OF THE PRE-STRESSED PLANE TRUSS STRUCTURE;
预应力平面钢桁架结构的可靠性分析
9.
The truss comprises four plane trusses each two panels and each panel has one diagonal brace.
桁架由四个平面桁架组成，每两个节间及每个节间均有对角撑。
10.
Analysis of Out-of-plane Stability for Planar Tubular Truss with Mixed Finite Elements Method
平面钢管桁架平面外稳定混合有限元分析
11.
When the truss is large such a calculation of a relative displacement by the laws of geometry becomes excessively tedious.
当桁架很大时，根据几何学定律来计算相对位移就会变成很麻烦的事。
12.
Equivalent Transformation in Geometric Composition Analysis of Plane Finite Bar Elements
平面体系几何组成分析中的等效变换
13.
Research on the Plane Equivalent Truss Model Based on the Finite Element Method;
基于有限元法的平面等效桁架模型的理论研究
14.
The Study of RBF Neural Network s Application in the Plane Truss Damage Detection;
RBF神经网络在平面桁架损伤检测中的应用研究
15.
Research on the Finite Element Method of Equivalent Plane Truss Element;
等效铰结平面桁架单元有限元法的研究
16.
Meta-truss elimination method for distinguishing planar multi-rod hybrid driving mechanism
识别平面多杆混合驱动机构的元桁架消去法
17.
Economical Analysis Based on Structural Optimum of Long Span Plane Truss String Structure
基于结构优化的大跨张弦平面桁架经济性分析
18.
Study on deforming mode of staggered truss system under horizontal loading
水平荷载作用下交错桁架体系变形模式研究