抗震设防烈度的变化对框架结构钢筋用量影响的定量分析  

Quantitive analysis to the influence of steel quantity in frame structure due to change of aseismatic design intensity

作　　者：许东[1] 

机构地区：[1]漳卫南运河管理局规划设计研究院,山东德州253009

出　　处：《工程建设与设计》2003年第7期9-10,共2页Construction & Design for Engineering

摘　　要：针对德州地区抗震设防烈度的降低,通过对钢筋混凝土框架结构的实例分析,得出抗震等级与结构配筋量的变化关系,并作了定量分析,为实际工程提供了依据。To the question of decline of aseismatic design intensity in Dezhou city, the author analyses examples to concrete frame structure in the paper,gains the relationship between aseismatic degree and steel quantity and provides basis for the practical engineering.

关 键 词：抗震设防烈度 抗震等级 框架结构 配筋量 

分 类 号：TU352[建筑科学—结构工程]