摘要
通过大型结构计算软件进行数值模拟计算,验证了设计方案的安全可靠性。
The safety and reliability of the design scheme is verified by numerical simulation of large scale software.
引文
[1]YUE F,YUAN Y,LI G Q,et al.Wind Load on integral-lift scaffold for tall building construction.[J]Journal of structural engineering,ASCE,131(5),816-824.
[2]YUE F,LI G Q,YUAN Y.Design methods of integral-lift tubular steel scaffolds for high-rise building construction[J].The structural design of tall and special buildings,21;46-56.
[3]岳峰,李国强.高层建筑施工附着升降脚手架[M].上海:同济大学出版社,2007.
[4]建筑施工扣件式钢管脚手架安全技术规范:JGJl30-2011[S].北京:中国建筑工业出版社,2011.
[5]建筑结构荷载规范:GB50009—2012[S].北京:中国建筑工业出版社,2012.
[6]建筑施工工具式脚手架安全技术规范:JGJ202—2010[S].北京:光明日报出版社,2010.
[7]建筑施工安全检查标准:JGJ59—2011[S].北京:中国建筑工业出版社,2011.
[8]中国建筑科学研究院.钢结构设计规范:GB50017—2003[S].北京:中国计划出版社,2003.
[9]冷弯薄壁型钢结构技术规范:GB50018—2002[S].北京:中国计划出版社,2002.