摘要
针对脚手架结构失效,导致建筑工程事故发生现象,使用ANSYS软件建立脚手架计算模型,并考虑扣件连接为半刚性节点连接方式,根据Monte-Carlo法对某工程一个双排扣件式钢管脚手架进行可靠度分析,得出的一些有意义的结论可供设计与施工参考。
In this paper,scaffolding structural failure,resulting in works accident phenomena,using ANSYS software to build scaffolding model and consider semi-steel fasteners connecting node connections,according to the Monte-Carlo method for a particular project breasted piece steel scaffolding reliability analysis,draw some meaningful conclusions for design and construction of reference.
出处
《山西建筑》
2014年第23期39-40,共2页
Shanxi Architecture
