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[3]童丽萍,王彦超..大跨预应力混凝土楼盖结构选型研究[J].郑州大学学报(工学版),2005,26(01):24.[doi:10.3969/j.issn.1671-6833.2005.01.007]
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[4]毕波,邹小江,寿楠椿.关于混凝土徐变计算的一些讨论[J].郑州大学学报(工学版),1998,19(04):18.
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[5]杨卫忠,卢长来,王丽.环形截面钢筋混凝土偏压构件正截面承载力简化计算[J].郑州大学学报(工学版),1996,17(04):69.
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