With the increasing complexity of the structural system,there are growing issues in the construction process of high-rise and super high-rise buildings.One key issue is the vertical deformation difference between various vertical components throughout the construction process.This difference poses hidden dangers to both construction quality and the overall structural safety.To address this problem,this paper examines a frame-core tube structure in Handan city as a case study.It analyzes the impact of different loading methods on the calculation of vertical deformation differences,focusing on the selection of calculation methods for vertical components.The findings indicate that a precise loading approach is more realistic than a one-time loading method.
维普
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