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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。
The flexible support system of point-supported glass building is a new type of support system. According to the mechanics analysis of single cable structure, the factors affecting the stiffness and load bearing performance of the structure are proposed as follows: the size of initial prestressing force, the diameter of tie rod, the ratio of abdominal height to height and the height of structure. The results provide a theoretical basis for researchers to study the force bearing performance of flexible supports and design support for engineering designers.