浅议超限的高层现浇钢筋混凝土框架-筒体结构设计分析 |
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引用本文: | 王连文,张勤.浅议超限的高层现浇钢筋混凝土框架-筒体结构设计分析[J].中国勘察设计,2010(11):38-40. |
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作者姓名: | 王连文 张勤 |
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作者单位: | 中国纺织工业设计院 |
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摘 要: | 结合实际工程,就上海菜超限高层现浇钢筋混凝土框架-筒体结构工程进行概念设计分析、建立合理的结构计算模型,通过结构软件计算、优化分析和抗震构造措施,合理的解决超限的高层现浇钢筋混凝土框架-筒体结构的工程设计问题。
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关 键 词: | 超限的高层钢筋混凝土框架-筒体结构 抗震构造措施 结构计算模型 概念设计 |
DISCUSSION ABOUT OVER-UMITING HIGH-RISE REINFORCED CONCRETE FRAME-TUBE STRUCTURE DESIGN |
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Abstract: | According to actual project as Shanghai over-limiting High-rise reinforced concrete frame - tube, to carry out conceptual design of structural engineering, to establish a reasonable structure model, through structural software calculation to optimize analysis and structural measures, to find the reasonable solution of design problems of reinforced concrete frame - tube structure. |
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Keywords: | over-limiting high-rise reinforced concrete frame-tube structure details of seismic design Structure calculation model conceptual design |
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