带转换层的框支剪力墙结构设计实例

Design Example of Frame-Shear Wall Structure with Transition Layer

带转换层的高层建筑,纵向结构构件较薄弱,扭转效应较大,文章介绍了该结构的设计系数调整过程及构造措施,使整体结构的各主要抗震指标达到规范要求。

The longitudinal structure member of highrise building with transition layer is weaker and the torsion effect is obvious. This paper introduces the adjustment of structure design parameter and construction measures to made the aseismic index of whole structure meet standard requirements.