1.
The Preliminary Study on the Computation of Degree of Reliability of Plane Prestressed Cable-Arch Structure;
平面预应力索拱结构可靠度计算初探
2.
On design for prestressed cable arch truss of roof on some airport building
某机场航站楼屋面预应力索拉拱桁架结构设计
3.
Study on prestress controlling of a long-span cable-arc spatial structure
大跨度索拱空间结构预应力控制研究
4.
Analysis of Ultimate Load of Elastic-Plastic In-plane Cable-Arch;
索一拱结构平面内弹塑性极限承载力研究
5.
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
6.
Study on Earthquake Response of Long-span Prestressed Conic Arch Shell Steel Roof;
大跨锥面拱壳预应力钢屋盖结构地震反应分析
7.
APPLICATION OF PRESTRESSING ARCH STRUCTURE WITH PULLING CABLE ON SKELETON DESIGNING OF SOLAR GREENHOUSE
预应力拉索拱结构在日光温室骨架设计中的应用
8.
Study on Mechanical Performance of Suspended Cable-Arch Structures and the Applications;
吊挂式索拱结构力学性能研究及应用
9.
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
10.
Stability and Dynamic Analysis of Pre-stressed Reinforced Arch Structure;
预应力加强型钢拱结构的稳定和动力分析
11.
The Property Analysis of New Large Span Pre-stress Reinforced Arch Structure;
新型大跨度预应力加强型拱形结构的性能分析
12.
Multi-Level Method for Caculating the Degree of Reliability of Plane Cable-Arch Structure and Parameter Analysis;
平面索拱结构可靠度计算的大系统方法及参数分析
13.
Investigation on Static and Stabilization for Pretension Lattice Shell Structure of Two-layer Cylindroids;
拉索预应力双层柱面网壳结构的静力及稳定研究
14.
Topology optimization design of prestressed plane entity steel structures with stress constrains
应力约束下预应力平面实体钢结构拓扑优化设计
15.
The Static and Dynamic Analysis and Experimental Intestigation to the Multi-Stepped Prestressing Arch Truss String Structure;
多次预应力张弦拱桁架结构静动力分析及试验研究
16.
Robust optimization design of anti-slide piles with prestressed anchor cables
预应力锚索抗滑桩结构稳健优化设计
17.
NONLINEAR DYNAMICS OF CABLE-STAYED ARCH UNDER CABLES SUBJECTED TO EXTERNAL EXCITATION
索受外激励作用下索拱结构非线性动力学分析
18.
Finite Element Method Analysis of High Arch Dam Pre-Stressed Pier with Submodeling Method;
用子模型方法进行高拱坝预应力闸墩结构有限元分析