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[2]王新玲,范建伟,王华..碳纤维布加固混凝土框架在竖向荷载下的试验研究[J].郑州大学学报(工学版),2006,27(04):14.[doi:10.3969/j.issn.1671-6833.2006.04.004]
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[4]朱俊锋,吴泽玉,王东炜..砼框架结构在小震下失效及相关性分析[J].郑州大学学报(工学版),2003,24(01):85.[doi:10.3969/j.issn.1671-6833.2003.01.021]
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[5]李广慧,刘晨宇,傅方,等.基于相关性的在役框架结构体系可靠性分析[J].郑州大学学报(工学版),2001,22(03):44.[doi:10.3969/j.issn.1671-6833.2001.03.013]
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