相似文献/References:
[1]张继文.预应力加固构件的边界约束对加固效能的影响[J].东南大学学报(自然科学版),2000,30(4):63.[doi:10.3969/j.issn.1001-0505.2000.04.012]
Zhang Jiwen.Influence of the Boundary Condition on the Effective Performance of the Strengthened Members[J].Journal of Southeast University (Natural Science Edition),2000,30(2):63.[doi:10.3969/j.issn.1001-0505.2000.04.012]
[2]卢建峰,蒋永生,梁书亭.高强钢筋高强混凝土梁刚度的试验研究[J].东南大学学报(自然科学版),1996,26(6):109.[doi:10.3969/j.issn.1001-0505.1996.06.021]
Lu Jianfeng,Jiang Yongsheng,Liang Shuting.Research for Rigidity of High Strength Conrete Beams[J].Journal of Southeast University (Natural Science Edition),1996,26(2):109.[doi:10.3969/j.issn.1001-0505.1996.06.021]
[3]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]
[4]丁大钧,黄德富,金芷生,等.钢筋混凝土构件刚度和裂缝的试验研究和计算建议[J].东南大学学报(自然科学版),1982,12(3):28.[doi:10.3969/j.issn.1001-0505.1982.03.003]
Ding Da-jun,Huang De-fu,Jin Zhi-sheng,et al.Experimental Researches and Calculational Proposals for Stiffness and Crack width of Reinforced Concrete Members[J].Journal of Southeast University (Natural Science Edition),1982,12(2):28.[doi:10.3969/j.issn.1001-0505.1982.03.003]
[5]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]
Cheng Wen-rang.An Experimental Study on the Cracking Strength, Stiffness and Crack Width of Reinforced Concrete Members with Rectangular Section Subjected to Eccentrical Tension[J].Journal of Southeast University (Natural Science Edition),1981,11(2):101.[doi:10.3969/j.issn.1001-0505.1981.03.013]