点式玻璃建筑无压杆式柔性支承体系的影响因素分析

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ANALYSIS OF THE INFLUENCING FACTORS OF FLEXIBLE SUPPORTING SYSTEM FOR POINT SUPPORTED GLASS CURTAIN WALL

1.
1 Institute of Glass and Metal Structure for Architecture,Tsinghua University Beijing 100084;
2.
2 China Institute of Building Standard Design &Research Beijing 100044

摘要: 点支式玻璃建筑的柔性支承体系是一种新型的支承体系。通过对单根拉索结构的力学分析,提出影响这种结构刚度和承载性能的因素主要包括:初始施加预应力的大小、拉杆(索)的直径、结构的腹高比以及结构的高度等。其结果为研究人员研究柔性支承的受力性能和工程设计人员进行支承设计提供了理论依据。
- 点支式玻璃幕墙 /
- 柔性支承体系 /
- 预应力 /
- 承载性能
Abstract: The flexible supporting system for point supported glass curtain wall is a new type of supporting system. By analyzing a monofilament cable, it is presented the conclusions that the influencing factors of the load- carrying properties of flexible supporting system include the initial prestress, the diameter of tension rod or cable, the rise ratio and the height of the structure etc. These can provide a theoretical basis for the researchers later or the designers to study the forced properties of flexible supports.
- glass architecture with point supported system /
- flexible support system /
- prestress /
- load-carrying properties