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Design of prestressed roof structure suspended from tubular steel towers

机译:悬挂在管状钢塔上的预应力屋顶结构设计

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A Stadium with prestressed suspension roof is now completed in Kumamoto, Japan, Prestressed suspension structure system is adopted to make the roof light and pleasant. The roof structure is designed to be suspended from 59.7 m height tubular steel towers doubling as floodlight towers. The distinctive feature of this structure system is the prestresses introduced into the main steel arc at field side. 300 tons prestresses are introduced at both end of the main arc, consequently suspension cables and stay cables are tensioned inevitably. These tensions give stiffness to the roof structures which consist of slender steel girders and cables and make them stable against any external forces such as strong winds or earthquake motions.
机译:日本熊本市已建成带预应力悬吊屋顶的体育场,采用预应力悬吊结构系统使屋顶轻巧宜人。屋顶结构被设计为从59.7 m高的管状钢塔悬挂下来,是泛光灯塔的两倍。该结构系统的显着特征是在现场侧将预应力引入主钢弧。在主电弧的两端都引入了300吨的预应力,因此,悬索和支撑索不可避免地被拉紧。这些张力使由细长钢梁和钢缆组成的屋顶结构具有刚度,并使其抵抗任何外力(例如强风或地震运动)时保持稳定。

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