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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。
A new batch of building design codes, represented by GB50011-2010 “Seismic Design Code for Buildings”, has been gradually implemented since 2010. The revision of the new code has brought many influences on the local reinforced concrete frame structure. Among them, the Code for Seismic Design of Buildings has the following aspects: the calculation of seismic effect, the change of internal force adjustment of components, and the change of anti-seismic structural measures. This article will start with the regulation provisions and take Kuitun in Xinjiang as an example to analyze these changes in detail. The practical impact of the design of the concrete structure of the regional framework.