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.
对砖拱楼盖,采用拱框结构力学模型进行了自由振动分析,并探讨了局部振动和整体振动等同题。
The free vibration analysis is conducted by using arch-frame structure model for brick arch floor, from this the local vibration and the whole vibration of the arch are studied.
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