柱子的重复组合连同倒置框桁架形成金属复合斜拱，产生建筑的主要立面。
The combination of the column repetition together with the inverted trusses, forming a metal clad raked soffit, generate the main facades of the building.
为斜拉索拱体系在初始状态下的预张力取值提供了设计依据。
The result proposes the design basis for the cable-arch structures.
主拱为桁架式双拱肋，钢管拱纵向分13段制造，采用无支架缆索吊机安装、钢绞线斜拉扣挂施工。
The steel pipe arch was manufactured in 13 segments vertically, erected by cable crane without support and clasped by diagonal tension steel strand.
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