摘要
以支撑发酵罐群的钢筋混凝土单层框架结构为研究对象,分析了两种柱网布置形式对底座框架结构抗震设计的影响,论述了水平以及竖向地震作用的计算过程,并对体系地震影响系数的取值提出了建议,指出正交布置柱网情况下框架梁应考虑竖向地震的影响。
Taking the single story frame structure of support fermentation tank group reinforced concrete as the research object,this paper analyzed the influence of two column layout forms to pedestal frame structure seismic design,discussed the calculation process of horizontal and vertical seismic effect,and suggested the value of system earthquake influence coefficient,and pointed out that the framework should consider the influence of vertical seismic under orthogonal grid layout situation.
出处
《山西建筑》
2015年第23期30-32,共3页
Shanxi Architecture
关键词
钢制发酵罐群
底座框架结构抗震设计
体系地震影响系数
steel fermentation tank group
pedestal frame structure seismic design
system seismic influence coefficient