高层框支剪力墙结构计算分析

Computation, Analysis and Discussion of High Rise Framed Shear Wall Structure

提出高层建筑底部大空间框支剪力墙结构设计的剪切刚度比控制问题．对框支梁、框支柱及框支梁以上３层的墙体设计，应在有限元分析后再进行断面设计等方面作了阐述．

Combining with engineering examples of designing high rise building with large space framed shear wall structure as its lower part, the author advances some views and suggestions on how to control shearing rigidity ratio and on finite element analysis which should be conducted before section design during designing framed beams, framed columns and walls of three floors above framed beams.