The shear wall core is torsionally restrained by the ground-floor slab at level 1 and by its connection to the main building through concrete slab diaphragms located at level 11 and above.

• 剪力墙核心体抵抗扭矩的结构由1层的楼板和11层及以上的其与主体结构通过混凝土楼板的连接提供。