摘要
以6层钢筋混凝土框架结构办公楼除掉边跨底层中柱为实例,采用建筑抗震设计规范(GB50011-2001)和混凝土结构设计规范(GB50010-2002),用结构设计软件(PK)计算结构的配筋,并从中取出模型粱进行了线性与非线性的动力响应分析,提出了合理的动力响应系数。
In this paper,a six -story RC frame office building was removed form the mid pillar. It was performed based on seismic design and concrete criterion. The RC frame beam was disposal of reinforcing steel bar by PK and carried through linear and non-linear analysis of dynamical respond,put forward rational coefficient of dynamical respond.
出处
《河北理工大学学报（自然科学版）》
CAS
2008年第3期90-95,共6页
Journal of Hebei Polytechnic University:Social Science Edition
关键词
抗震设计
非线性
动力响应系数
seismic design
non-linear
coefficient of dynamical respond
