摘要
悬挂钢结构位于杭州来福士广场塔楼1的L10~L20层,为倒挂钢结构。为保证施工过程顺利完成,运用有限元软件进行数值计算,并在施工现场对钢结构重要部位的应力与变形进行监测。通过模拟数据与监测数据的对比分析,确定合理施工顺序与卸载顺序,为施工过程顺利完成提供依据。
The steel suspended structure lies on the floor ten to twenty of Raffles City Hangzhou. To ensure the successful completion of the construction process, finite element software is used to simulate the structure, and site monitoring of the stress and deformation is used on important parts of the structure. With the comparative analysis of the measured data in the site and the simulated data, we can determine a reasonable construction sequence and unloading sequence, and ensure the smooth progress of the construction.
出处
《施工技术》
CAS
北大核心
2015年第14期39-41,共3页
Construction Technology
关键词
高层建筑
钢结构
施工
监测
数值模拟
tall buildings
steel structures
construction
monitoring
simulation
