新型环形张拉索桁架结构静力性能分析

Ma Guangying, Yao Yunlong
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引用次数: 5

摘要

介绍了大跨度环形张拉索桁架结构体系的发展和工程应用,提出了一种新型环形张拉索桁架结构。新的结构体系减少了屋面结构占用的空间,并且易于刚性屋面材料铺设。给出了两种环形张拉索桁架结构:肋形索桁架结构和向日葵形索桁架结构。以肋索桁架结构为例,分析了其在全跨和半跨荷载作用下的静力性能。研究了预应力水平对结构静力性能的影响。研究结果将为该结构的进一步设计和工程应用提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Static behavior analysis of a new annular tensile cable-truss structure
The development and engineering applications of large-span annular tensile cable-truss structural system are introduced and a new type of annular tensile cable-truss structures is proposed. The new structural system is to reduce the space occupied by roof structure and could be laid by the rigid roofing material easily. Two types of annular tensile cable-truss structure, Ribbed and Sunflower-patterned cable-truss structure, were given. Ribbed cable-truss structure was taken as an example and its static behavior under full-span load and half-span load was analyzed. The effect of prestress level on static behavior of the structure was studied. The results will provide a reference for a further design and project application of such structure.
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