摘要
以某商业楼大型舞台的脚手架支撑体系为研究对象,采用现场实测和有限元模拟分析的方法,研究了施工过程中超高大跨度脚手架支撑体系的动力和静力性能特征,得出一些有用结论,可以更好的指导超高大跨度脚手架的设计与施工。
Field measurement and FEA has been conducted building. The dynamic and static performance characteristics have been concluded, which can better guide the design and to a large stage scaffolding system of a commercial of ultra-high span scaffolding system in construction construction of ultra large-span scaffolding.
出处
《浙江工商职业技术学院学报》
2014年第1期93-96,共4页
Journal of Zhejiang Business Technology Institute
关键词
超高大跨度
脚手架体系
施工动力
现场实测
有限元
ultra-high span
scaffolding system
construction dynamic
field measurement
FEA
