摘要
神华黄骅港联合办公楼体育馆工程平面呈椭圆形,长向跨度46 m、短向跨度34 m,主体为钢筋混凝土框架,屋面为张弦梁结构,共设置9榀张弦梁主梁。鉴于本工程特点,利用有限元软件Midas gen进行仿真模拟计算,对张弦梁的吊装及张拉施工具有一定的指导意义。
The gymnasium project of co-working building at Shenhua Huanghua Port is elliptical in plan, 46m in long span and 34m in short span. Reinforced concrete frame serves as main structure, beam string structure as the roofing, total 9 trusses of beam string girders are set here. In view of the characteristics of the project, a simulation calculation is made by using finite element software Midas gen. The research results work as a guide for the construction of hoisting and tensioning beam string structure.
出处
《港工技术》
2017年第3期64-67,共4页
Port Engineering Technology
