| 柱承式钢筋混凝土圆筒仓结构的位移计算 |
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| 引用本文： | 区础华. 柱承式钢筋混凝土圆筒仓结构的位移计算[J]. 建筑技术开发, 2002, 0(6) |
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| 作者姓名： | 区础华 |
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| 作者单位： | 广东环境工程设计研究院 510115 |
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| 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。
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| 关 键 词： | 柱承式 钢筋混凝土 筒仓结构 荷载 位移计算 |
MOVING CALCULATING OF THE REINFORCED CONCRETE CIRCULAR SILO STRUCTURES IN COLUMN SUPPORTED |
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| OU Chu|hua. MOVING CALCULATING OF THE REINFORCED CONCRETE CIRCULAR SILO STRUCTURES IN COLUMN SUPPORTED[J]. Building Technique Development, 2002, 0(6) |
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| Authors: | OU Chu|hua |
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| Abstract: | 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. [ |
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| Keywords: | Column supported Reinforced concrete Silo structures Load Moving calculating |
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