摘要
对比分析了《建筑抗震设计规范》GB50011-2001和《混凝土结构设计规范》GB50010-2002有关条款,给出了确定混凝土房屋抗震等级的方法,指出了确定房屋抗震等级存在异议的情形及本文的看法,探讨了两本规范在确定板柱结构体系房屋抗震等级时的态度差异.本文工作对混凝土房屋结构设计有指导意义.
Contrasting'Code for seismic design of buildings GB 50011-2001' with 'Code for design of concrete structures GB 50010-2002' relevant terms,has given the method to determine anti-seismic grade of the regular concrete structures,and has pointed out the difference of opinions in some situation and my opinion,as well as,noticed disagrees on slab-column structures.This paper has engineering meaning for designing concrete building stuctures.
出处
《南昌大学学报（工科版）》
CAS
2004年第4期49-52,共4页
Journal of Nanchang University(Engineering & Technology)
基金
陕西省自然科学基金资助项目(2000C40)
关键词
混凝土房屋
抗震设计
结构抗震等级
抗震措施
concrete structure building
anti-seismic design
anti-seismic grade of the structures
anti-seismic fortification measures
