Based on the characteristic of this project, three construction schemes were considered, and the process how the cable-strut system is hauled was also analyzed.
针对该工程的特点,考虑了单层网壳结构三种不同的施工方案,并对索杆体系张拉成形过程的施工方案也进行了分析。
Element combination form and self-balanced prestressed steel structure is a new spatial system composed by prestressed cable and strut elements.
“单元拼装式自平衡预应力空间钢结构”是由施加预应力的基本单元构成的新型空间结构体系。
Finally, based on the studies on the key technologies of the system, a finite element analysis system for cable-strut structure of point-supported curtain walls was developed.
最后,基于以上关键技术的研究,开发了点支式幕墙索杆结构有限元分析系统。
The load is applied on the equilibrium model after form-finding, and then the mechanics property of the cable-strut-membrane system under full-span load and half-span load is considered.
其次在找形后的平衡态施加荷载,考虑索杆膜结构体系在满跨、半跨荷载作用下的力学性能。
The load is applied on the equilibrium model after form-finding, and then the mechanics property of the cable-strut-membrane system under full-span load and half-span load is considered.
其次在找形后的平衡态施加荷载,考虑索杆膜结构体系在满跨、半跨荷载作用下的力学性能。
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