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北京嘉铭中心基础设计采用变刚度调平设计方法,减小了基础的差异沉降;上部结构设计时,通过增强结构的抗扭刚度解决了核心筒偏置造成的扭转问题;两座塔楼之间的83m高中庭采用索网幕墙,与主楼滑动或铰接连接。两座塔楼之间的连桥采用轻型张弦梁结构体系。
The basic design of Beijing Jiaming Center adopts the variable stiffness leveling design method to reduce the differential settlement of the foundation. In the superstructure design, the torsion problem caused by the bias of the core tube is solved by increasing the torsional stiffness of the structure. Between the two towers The 83m high atrium uses cable screen walls to slide or articulate the main building. The bridge between the two towers uses a light beam string structure.