Cable-net systems supporting glass facades

Q3 Engineering
V. Komlev, J. Machacek
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引用次数: 1

Abstract

: Prestressed cable-nets supporting large glass facades are increasingly used for unique structures and studied both experimentally and numerically. Presented paper deals with numerical geometrically nonlinear analysis of planar and double curved cable-nets without and with glass panes attached to the net with clamped fittings. The numerical model established in ANSYS is described and fully validated by published tests (Yussof, 2015). The results confirm the need for taking the glass stiffness into account. It is proved a greater stiffness of curved cable-nets in comparison with the planar ones and a need for careful arrangement of prestressing for curved cable-nets in sagging/hogging cables. Another study will follow with detailed research concerning optimal and safe design of the systems.
支撑玻璃幕墙的电缆网系统
:支撑大型玻璃幕墙的预应力索网越来越多地用于独特的结构,并进行了实验和数值研究。本文对平面和双曲斜拉索网进行了几何非线性的数值分析。对ANSYS中建立的数值模型进行了描述,并通过已发表的试验进行了充分验证(yussof2015)。结果证实了考虑玻璃刚度的必要性。结果表明,弯曲索网的刚度比平面索网大,在垂拉/拱拉索中,弯曲索网需要精心布置预应力。另一项研究将对系统的优化和安全设计进行详细研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Gong Cheng Li Xue/Engineering Mechanics
Gong Cheng Li Xue/Engineering Mechanics Engineering-Mechanical Engineering
CiteScore
2.80
自引率
0.00%
发文量
10549
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