摘要
广东番禺垃圾处理厂反应塔采用柱承式钢筋混凝土筒仓结构 ,据对地震烈度 7度以上区域内的震害调查 ,柱承式贮仓破坏严重。国家现行给出了直径 2 0m以内的贮仓结构设计规范 ,而对于直径大于 2 0m及规范规定需要进行抗震验算的贮仓结构 ,对其位移计算进行分析研究尤显重要。
Reaction Towel of rubbish processing factory in Panyu of Guang\|dong has been adopted reinforced concrete circular silo structures in column supported.According to the investigate at the seismic area above seven degree,circular silo in column supported is seriously damaged.The silo structures design standard under the diameter of twenty meters had been give by the country,And it is especially important to analyse investigate the moving calculating at the diameter are over twenty meters and must give seismic calculating which is definite by standard of country. \[
出处
《建筑技术开发》
2002年第6期13-13,17,共2页
Building Technology Development
关键词
柱承式
钢筋混凝土
筒仓结构
荷载
位移计算
Column supported
Reinforced concrete
Silo structures
Load
Moving calculating