摘要
以GB50011—2010《建筑抗震设计规范》为代表的新一批建筑类设计规范自2010年起逐步开始实施。新规范的修订对当地钢筋混凝土框架结构带来诸多影响。其中《建筑抗震设计规范》有地震作用计算方面的变化、构件内力调整方面的变化、抗震构造措施方面的变化等,本文将从规范条文入手,以新疆奎屯地区为例,详细分析这些变化对该地区框架混凝土结构设计带来的实际影响。
With "code for seismic design of buildings (GB2011 -2010)" as the representative of a new wave of construction design specification since 2010 began to implement step by step. New revision of the specification on the local impact of reinforced concrete frame structure. Including "code for seismic design of buildings" with seismic action calculation changes, component change of internal force adjustment, seismic construction measures. This paper will start from specification clauses, detailed analysis of these changes on the actual effects of concrete frame structure design.
出处
《四川建筑科学研究》
2014年第3期45-48,共4页
Sichuan Building Science
关键词
建筑抗震设计规范
钢筋混凝土框架结构
地震作用
内力调整
抗震构造措施
code for seismic design of buildings
reinforced concrete frame structure
earthquake action
internal force adjustment
details of seismic design