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[4]程文瀼.钢筋混凝土矩形截面偏心受拉构件抗裂度、刚度和裂缝宽度的试验研究[J].东南大学学报(自然科学版),1981,11(3):101.[doi:10.3969/j.issn.1001-0505.1981.03.013]
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[5]黄兴棣.钢筋混凝土构件正常使用极限状态下的可靠度分析[J].东南大学学报(自然科学版),1984,14(3):82.[doi:10.3969/j.issn.1001-0505.1984.03.009]
Huang Xingdi.Analysis of Reliability of Reinforced Concrete Members in Serviceability Limit States[J].Journal of Southeast University (Natural Science Edition),1984,14(2):82.[doi:10.3969/j.issn.1001-0505.1984.03.009]