1.
Precise nonlinear model of reinforced concrete space bar member
钢筋混凝土空间杆件精细非线性分析模型
2.
The Research in the Problem of Spatial Elastic Instability Thin-wall Bar
变分法在薄壁杆件空间弹性失稳问题中的研究
3.
Study on the side-instability problem of the thin-wall bar under spatial assembled loads
空间组合荷载下薄壁杆件侧向失稳问题的研究
4.
Study on Special Space Truss Steel Structure under Complex Supporting Condition;
复杂支承条件下特种空间杆系钢结构研究
5.
Effective Lengths of Compressed Members in Multi-planar Tubular Truss with Simple Joints;
空间相贯节点钢管桁架中受压杆件的计算长度
6.
Research on Analysis and Test of Random Vibration on Tripodic Supporting Structure of Space Camera
空间相机支杆组件的随机振动分析与试验研究
7.
In this paper,the bar fixing problems of spatial four_bar mechanism are discussed applying projective geometry.
应用画法几何探讨空间四杆机构各杆件的定位问题。
8.
In addition, the length of link 3 and link 5 and the angle range of joint 5 should be chosen reasonably in order to decrease the cavum volume in the workspace.
为减小工作空间中空腔区域体积，杆件3、杆件5的长度与关节5的转角应合理选择。
9.
Leave a slight clearance gap between the hopper bar and the carton edge.
在料斗杆（想料斗上是否所有的杆件均起支撑作用？就叫“支撑杆”）纸盒边缘之间留下少许空隙。
10.
A New Use of Variational Equation to Attack the Problem of Spatial Elastic Stability of Thin-wall Bar
变分法在薄壁杆件空间弹性失稳问题中新的应用
11.
The Research on the Identification of Damage Degree for Structural Members and the Location of Joint Damage of Long-Span Spatial Lattice Structures;
大跨度空间网格结构杆件损伤程度识别与节点损伤定位研究
12.
Thermal Deformation and Buckling Analysis on Large Space Structures Including Thin-walled Open Section Beam;
含开口薄壁杆件的大型空间结构热变形与热屈曲分析
13.
Analysis and Experimental Study of Seismic Performances for Latticed Shell Structures with Buckling Restrained Brace;
带有约束屈曲支撑杆件的空间网壳结构抗震性能分析与试验研究
14.
Analysis of Large Arc Girding Process Using Multi-bar Linkage;
空间多杆机构实现磨削大圆弧零件的原理及工艺分析
15.
MLKUR Conditions of Orlicz Spaces;
Orlicz空间的MLKUR条件
16.
On the Condition for a Conformal Flat Finsler Space being Minkowski Space;
共形平坦Finsler空间是Minkowski空间的条件
17.
assignment and release of file space
文件空间的分配和释放
18.
Comparison of Beam-Column Element and Solid Element for Eccentric Structures
偏心结构空间杆系模型与空间实体模型的对比分析研究