1.
DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(2):APPLICATION AND DEVELOPMENTS OF TWO-WAY CABLE-SUPPORTED STRUCTURES AND SPATIAL CABLE-SUPPORTED STRUCTURES
张弦结构的十年(二)——双向张弦结构和空间张弦结构的应用和发展
2.
Theoretical Research on Spatial Beam String Structure and Its Application;
张弦空间结构的理论分析与工程应用
3.
Composition and spatial working mechanism of spatial beam string structure
张弦空间结构的构成形式与空间工作机理
4.
Analysis of static interaction effect between spatial truss string structure roof and supporting structure
张弦空间结构与下部结构静力相互作用分析
5.
Research on Reliability of Spatial Beam String Structure Based on Response Surface Method;
基于响应面方法的空间张弦梁结构可靠度分析
6.
Design and research on structural system of spatial beam string structure
北京金融街F7/9大厦空间张弦梁结构设计研究
7.
Force Analysis of the ISFSL Affected by Upper Chord Ring Beam
体内张拉成形空间网格结构上弦环梁对结构内力影响分析
8.
DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(1)--CONCEPT OF CABLE-SUPPORTED STRUCTURES AND DEVELOPMENT OF PLANE CABLE-SUPPORTED STRUCTURES
张弦结构的十年(一)——张弦结构的概念及平面张弦结构的发展
9.
Cable-stayed skeleton structure-a new spatial prestressed structure
一种新的预应力空间结构体系—弦支骨架结构
10.
DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(3):THE CONCEPT AND DEVELOPMENT OF CABLE-SUPPORTED FORMING STRUCTURES
张弦结构的十年(三)——张弦成形结构的概念及发展
11.
Analysis and Research of Double-Cable Beam String Structure;
双张弦梁结构的结构性能分析和研究
12.
Study on Dynamic Property and Dynamic Responses of Beam String Structure with Double-layer Strings;
双层弦张弦梁结构的动力特性及动力响应研究
13.
New Type of Long-span Space Structure─Tensegrity and Cable Dome
大跨空间结构的新型式──张拉索穹顶结构
14.
Design and Experimental Research for Large-span Truss String Structures;
大跨度张弦桁架结构设计及试验研究
15.
Dynamic Characteristic and Study on Earthquake Response of the Beam String Structure;
张弦结构的动力特性和地震响应研究
16.
Optimization Analysis of Beam String Structures under Seismic Load;
地震荷载作用下张弦梁结构优化分析
17.
Form-finding and Mechanical Behavior Analysis of Double Cable Beam String Structures;
双索张弦梁结构找形与受力性能分析
18.
Numerical Simulation on Beam String Structure Behavior Against Fire;
张弦梁结构抗火性能的数值模拟研究