超大不规则下沉庭院环形走廊受力研究

Research on the Stress of Super-Large Irregular Sinking Courtyard Circular Corridor

以苏州狮山广场地下空间北区下沉庭院部分超大不规则环形走廊为研究背景,通过对异形结构3D建模,分析在实施过程中的控制要求。根据边界条件的变形特征,研究异形结构在施工过程中的变形控制要求,为后续类似工程的研究提供更好的理论及实践依据。

Based on the research background of the super-large irregular ring corridor in the sinking courtyard of the north underground space of Suzhou Shishan Square,the control requirements in the implementation process are analyzed through the 3D modeling of the specialshaped structure.According to the deformation characteristics of boundary conditions,the deformation control requirements of specialshaped structures in the construction process are studied to provide a better theoretical and practical basis for the subsequent research of similar projects.