参考文献/References:
[1] 程远兵.钢筋混凝土构件在弯矩和扭矩共同作用下的全过程分析 [D].天津:天津大学土木工程系,1988.
[2] Hsu T T C,Mo Y L.Softening of concrete in torsional members-theory and tests [J].ACI Journal,1985,82(3):290-303.
[3] Thurlimann B.Torsional strength of reinforced and prestressed concrete beams-CEB approach [J].Concrete Design:US and European Pacfices,1976,SP-59:117-143.
[4] Liang J L,Yu S L.Torsion design charts for reinforced concrete rectangular members [J].Journal of Structural Engineering,2000,126(2):210-218.
[5] 陆松润.弯扭联合作用下钢筋混凝土构件工作性能的全过程分析 [D].天津:天津大学土木工程系,1986.
[6] Phatak D R,Dhonde H B.Dimensional analysis of reinforced concrete beams subjected to pure torsion [J].Journal of Structural Engineering,2003,129(11):1559-1563.
[7] Samir A A,Tamim A S,Tala A.Torsional behavior of reinforced high-strength concrete deep beams [J].ACI Structural Journal,1999,96(6):1049-1058.
[8] Pedro R S, Janos G,David T Y.Torsional strengthening of spandrel beams with fiber-reinforced polymer laminates [J].Journal of Composites for Construction,2004,8(2):157-162.
[9] Trahair N S.Nonlinear elastic no-uniform torsion [J].Journal of Structural Engineering,2005,131(7):1135-1142.
[10] Mansour M, Hsu T T C.Behavior of reinforced concrete elements under cyclic shear.Ⅱ:theoretical model [J].Journal of Structural Engineering,2005,131(1):54-65.
[11] Hsu T T C,Zhu R R H.Softened membrane model for reinforced concrete elements in shear [J].ACI Structural Journal,2002,99(4):460-469.
[12] 徐积善.强度理论及其应用 [M].北京:水利电力出版社,1984:207-250.
相似文献/References:
[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(1):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(1):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(1):195.[doi:10.3969/j.issn.1001-0505.2007.02.004]
[4]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(1):421.[doi:10.3969/j.issn.1001-0505.2005.03.021]
[5]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(1):67.[doi:10.3969/j.issn.1001-0505.2001.04.016]
[6]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(1):1.[doi:10.3969/j.issn.1001-0505.1997.03.001]
[7]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(1):8.[doi:10.3969/j.issn.1001-0505.1994.03.002]
[8]蓝宗建,黄兴棣,田安国,等.钢筋混凝土围套加固偏心受压柱的试验研究[J].东南大学学报(自然科学版),1994,24(3):112.[doi:10.3969/j.issn.1001-0505.1994.03.019]
Lan Zongjian,Huang,Xingdi,et al.An Experimental Investigation on the RC Eccentric Compression Column Strengthened by the Enclosure[J].Journal of Southeast University (Natural Science Edition),1994,24(1):112.[doi:10.3969/j.issn.1001-0505.1994.03.019]
[9]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(1):80.[doi:10.3969/j.issn.1001-0505.1992.02.013]
[10]陈乾,吕志涛.钢筋混凝土框架的非线性全过程分析新法[J].东南大学学报(自然科学版),1992,22(5):66.[doi:10.3969/j.issn.1001-0505.1992.05.010]
Chen Qian,Lu Zhitao,Lu Zhitao.A New Method of Full Range Nonlinear Analysis for Reinforced Concrete Frames[J].Journal of Southeast University (Natural Science Edition),1992,22(1):66.[doi:10.3969/j.issn.1001-0505.1992.05.010]