In this paper, the alternate iteration method is used in static analysis of cable truss hybrid structural system, and the simplified non damping free vibration equations have been drawn.
本文采用交替迭代法分析索-桁结构体系,并导出了这种杂交结构无阻尼自由振动的简化方程,通过算例分析得出了一些对实际工程有益的结论。
Modern truss with a variety of configurations are used to span auditoriums, armories, and convention hall, creating large column-free Spaces.
有多种配置用于现代桁架跨度礼堂,军械库,及会议厅,创建大型无柱式空间。
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