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[1]刘界鹏,王伟,张小冬.钢筋混凝土与型钢混凝土超短柱的滞回性能试验研究[J].东南大学学报(自然科学版),2009,39(6):1193.[doi:10.3969/j.issn.1001-0505.2009.06.021]
Liu Jiepeng,Wang Wei,Zhang Xiaodong.Seismic behavior of reinforced-concrete and steel reinforced concrete ultra short columns[J].Journal of Southeast University (Natural Science Edition),2009,39(3):1193.[doi:10.3969/j.issn.1001-0505.2009.06.021]
[2]潘华,邱洪兴.钢筋混凝土受弯构件正截面疲劳性能数值模拟[J].东南大学学报(自然科学版),2006,36(6):997.[doi:10.3969/j.issn.1001-0505.2006.06.025]
Pan Hua,Qiu Hongxing.Numerical simulation of fatigue performance of reinforced concrete flexural components[J].Journal of Southeast University (Natural Science Edition),2006,36(3):997.[doi:10.3969/j.issn.1001-0505.2006.06.025]
[3]曹万林,张建伟,陶军平,等.内藏桁架的混凝土组合低剪力墙试验[J].东南大学学报(自然科学版),2007,37(2):195.[doi:10.3969/j.issn.1001-0505.2007.02.004]
Cao Wanlin,Zhang Jianwei,Tao Junping,et al.Experimental study on low-rise RC shear wall with concealed truss[J].Journal of Southeast University (Natural Science Edition),2007,37(3):195.[doi:10.3969/j.issn.1001-0505.2007.02.004]
[4]程远兵,康谷贻,程文瀼.钢筋混凝土弯扭构件的全过程分析[J].东南大学学报(自然科学版),2006,36(1):97.[doi:10.3969/j.issn.1001-0505.2006.01.020]
Cheng Yuanbing,Kang Guyi,Cheng Wenrang.Whole working history analysis of reinforced concrete members subjected to flexure-torsion loads[J].Journal of Southeast University (Natural Science Edition),2006,36(3):97.[doi:10.3969/j.issn.1001-0505.2006.01.020]
[5]贡金鑫,王海超,李金波.腐蚀环境中荷载作用对钢筋混凝土梁腐蚀的影响[J].东南大学学报(自然科学版),2005,35(3):421.[doi:10.3969/j.issn.1001-0505.2005.03.021]
Gong Jinxin,Wang Haichao,Li Jinbo.Effect of loading on corrosion of reinforced concrete beam exposed in corroded environment[J].Journal of Southeast University (Natural Science Edition),2005,35(3):421.[doi:10.3969/j.issn.1001-0505.2005.03.021]
[6]徐秀丽,刘伟庆,蓝宗建,等.碳纤维加固钢筋混凝土受扭梁的试验研究[J].东南大学学报(自然科学版),2001,31(4):67.[doi:10.3969/j.issn.1001-0505.2001.04.016]
Xu Xiuli,Liu Weiqing,Lan Zongjian,et al.Experimental Study on Torsional Reinforced Concrete Beam Strengthened with Carbon Fiber Reinforced Plastics[J].Journal of Southeast University (Natural Science Edition),2001,31(3):67.[doi:10.3969/j.issn.1001-0505.2001.04.016]
[7]李爱群,曹征良.钢筋混凝土抗震连系梁的设计与施工[J].东南大学学报(自然科学版),1997,27(3):1.[doi:10.3969/j.issn.1001-0505.1997.03.001]
Li Aiqun,Cheng Wenrang,Cao Zhengliang.Design and Construction of Aseismic Reinforced Concrete Coupling Beams[J].Journal of Southeast University (Natural Science Edition),1997,27(3):1.[doi:10.3969/j.issn.1001-0505.1997.03.001]
[8]赵晓华,薛国亚,宋启根.带裂缝钢筋混凝土板的断裂力学分析[J].东南大学学报(自然科学版),1994,24(3):8.[doi:10.3969/j.issn.1001-0505.1994.03.002]
Zhao Xiaohua,Xue,Guoya,et al.Analysis of Reinforced Concrete Plate with Cracks by Fracture Mechanics[J].Journal of Southeast University (Natural Science Edition),1994,24(3):8.[doi:10.3969/j.issn.1001-0505.1994.03.002]
[9]杨建明,吕志涛.预应力混凝土框架顶层边柱的合理设计[J].东南大学学报(自然科学版),1992,22(1):43.[doi:10.3969/j.issn.1001-0505.1992.01.008]
Yang Jianming,Lu Zhitao.Reasonable Design of Top-Exterior Columns of PC Frames[J].Journal of Southeast University (Natural Science Edition),1992,22(3):43.[doi:10.3969/j.issn.1001-0505.1992.01.008]
[10]夏晓东,丁大钧,程文瀼,等.钢筋混凝土带边框低剪力墙抗剪性能分析[J].东南大学学报(自然科学版),1992,22(2):80.[doi:10.3969/j.issn.1001-0505.1992.02.013]
Xia Xiaodong,Ding Dajun,Cheng Wenrang,et al.Shearing Behavior Analysis of RC Low-Rise Shearwalls with Boundary Elements[J].Journal of Southeast University (Natural Science Edition),1992,22(3):80.[doi:10.3969/j.issn.1001-0505.1992.02.013]
[11]唐九如,庞同和,丁建南.劲性混凝土短柱试验及其受剪承载力分析[J].东南大学学报(自然科学版),1991,21(4):74.[doi:10.3969/j.issn.1001-0505.1991.04.012]
Test and Analysis of Shear Capacity of SRC Short-Column[J].Journal of Southeast University (Natural Science Edition),1991,21(3):74.[doi:10.3969/j.issn.1001-0505.1991.04.012]
[12]张勤,贡金鑫,马颖.低周反复荷载下弯剪破坏钢筋混凝土柱的变形性能[J].东南大学学报(自然科学版),2014,44(3):643.[doi:10.3969/j.issn.1001-0505.2014.03.034]
Zhang Qin,Gong Jinxin,Ma Ying.Deformation performance of reinforced concrete columns failing in flexural-shear under cyclic loading[J].Journal of Southeast University (Natural Science Edition),2014,44(3):643.[doi:10.3969/j.issn.1001-0505.2014.03.034]