摘要
结合为京闽中心结构的设计，阐述了对高层框一剪结构高度比限值的认识，对抗侧移刚度的判断。
This paper is about some ideals gained from the structural disign of JingminCentre.In this paper,the knowledge of height-width ratio limit to high rise frame-shear wall structure building,judgement on lateral deformation stiffness and technical measure adopted are expounded.Besides,some views on limitations of TBSA analysis program as well as rational use of its calculating results are set forth.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
1996年第1期81-85,共5页
Journal of Fuzhou University(Natural Science Edition)
关键词
框-剪结构
高宽比
抗侧移刚度
公共建筑
frame-shear wall structure
height-width ratio
lateral deformation stiffness
