摘要
根据《建筑抗震设计规范》[1](GB 50011-2010,以下简称《抗规》)3.4.3条及其条文说明,楼面不宜开大洞,尤其是严重偏置的大洞应尽量避免。文章以开偏置大洞的体育综合训练馆工程实例,通过2个结构模型对比分析,通过采取适当加强措施,使结构整体指标满足规范要求,为类似工程的抗震设计提供参考。
According to the term 3.4.3 and its explanation from the code for seismic design of buildings(GB50011-2010), the floor is unfavorable to open hole, especially serious offset hole should be avoided.Based on the comprehensive sports academy of engineering example with offset hole, through comparative analysis of two structure model by adopting proper strengthening measures, make the structure of the overall index meet the specification requirements, provide reference for seismic design of similar projects.
作者
吴栾平
缪小春
汤静
季群
颜粟
WU Luan-ping MIAO Xiao-chun TANG Jing JI Qun YAN Su(Yangzhou Architectural Design & Research Institute Co.,Ltd ,Yangzhou Jiangsu 22500)
出处
《江苏建筑》
2017年第3期36-37,共2页
Jiangsu Construction
关键词
开大洞
洞口偏置
型钢混凝土柱
位移比
刚度
floor with opening
offset hole
profile steel reinforced concrete column
displacement ratio
stiffness