CAJ | 학술논문

本文以广州超高层建筑混凝土结构施工过程中为研究对象，通过有限元Midas/gen进行了一次性施工加载和阶段加载分析。表明了竖向位移在一次性加载时为252 mm，阶段加载时为225 mm。并提出了严格控制施工找平和阶段施工补偿的方法。
본문이엄주초고층건축혼응토결구시공과정중위연구대상，통과유한원Midas/gen진행료일차성시공가재화계단가재분석。표명료수향위이재일차성가재시위252 mm，계단가재시위225 mm。병제출료엄격공제시공조평화계단시공보상적방법。
This paper took the construction process of con- crete structure of the super high-rise building in Guangzhou as the research object, analyzing the one-time construction loa- ding and loading stages by the finite element method of Mi- das/gen. The research showed that the vertical displacement is of 252 mm in the disposable loading, and 225 mm when on the loading stages. And methods were put forward to strictly co- ntrol the level equalization in construction and to be applied in the construction compensation phase.