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第 35 卷第 31 期山西建筑 Vol. 35 No. 31
· 44 · 2 0 0 9 年 1 1 月 SHANXI ARCHITECTURE Nov. 2009
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文章编号:1009 6825 (2009) 31 0044 02
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某钢筋混凝土框架柱加固设计与施工分析
颜丙山俸锦福陈亚鹏
摘要:通过一起混凝土质量事故的处理,详细介绍了某工程钢筋混凝土框架柱的检测、受力分析以及在不改变截面大
小情况下的置换法加固方案与具体实施过程,监测结果表明框架柱置换成功,可为类似工程质量事故处理积累经验。
关键词:框架结构,置换法,加固,施工
中图分类号: TU375. 3 文献标识码:A
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[3 ] 王小平,周超,黄文锋. 某钢结构大门有限元分析[J ]. 广 elastic seismic bearing[J ]. Proceeding of 12th world Conference
西工学院学报,2005 (3) :39 42. on Earthquake engineering ,New Zealand ,2000 (5) :17 18.
[4 ] 唐珠创,刘鹏,钟家良,等. 北京凯晨广场斜拉索钢结构天[6 ] 杜文风,张慧. 空间结构[ M ]. 北京: 中国电力出版社,
桥的静动力计算分析[J ]. 广东土木与建筑,2007 (8) :9 11. 2008 :144 145.
[5 ] Andrew C. T. T ,Andrews W. Property modification factor for
Static and dynamic analysis of steel structure a wning
MA Shao chun BAO Peng
Abstract : In this paper through a specific project , and use ANSYS to study static and dynamic load analysis of steel structure awning. Based
on the non linear characteristics of such a structure , taking into account the wind and the structure of the coupling effect on the structure of the
selection , and the delineation of grid nodes , such as structural design problems , for strength , deformation and stability analysis , discussed their
characteristics , so as to promote development of steel structure canopy.
Key words : steel structure , static analysis , dynamic analy