余志武, 郭风琪.部分预应力钢-混凝土连续组合梁负弯矩区裂缝宽度试验研究[J].建筑结构学报, 2004, 25(4):55-59. YU Zhi-wu, GUO Feng-qi.Experimental Study of Crack Width in Negative Bending Region of Partially Prestressed Continuous Steel-concrete Composite Beams[J].Journal of Building Structures, 2004, 25(4):55-59.
[4]
聂建国.钢-混凝土组合结构桥梁[M].北京:人民交通出版社, 2011. NIE Jian-guo.Steel-concrete Composite Bridge[M].Beijing:China Communications Press, 2011.
[5]
聂 鑫, 聂建国, 陶慕轩, 等.采用新型抗拔不抗剪连接件的连续组合梁桥研究[J].哈尔滨工业大学学报, 2012, 44(增1):95-100. NIE Xin, NIE Jian-guo, TAO Mu-xuan, et al.Study on Steel-concrete Continuous Composite Bridge Connected by New Type of Steel-concrete Connector Without Shear Resistance[J].Journal of Harbin Institute of Technology, 2012, 44(S1):95-100.
[6]
聂建国, 刘 明, 叶列平.钢-混凝土组合结构[M].北京:中国建筑工业出版社, 2005. NIE Jian-guo, LIU Ming, YE Lie-ping.Composite Structures of Steel and Concrete[M].Beijing:China Building Industry Press, 2005.
[7]
JIANG D, SHEN J.Strength of Concrete Slabs in Punching Shear[J].Journal of Structural Engineering, 1986, 112(12):2578-2591.
[8]
郑建岚, 郑作樵.钢筋混凝土板冲切强度的试验研究[J].福州大学学报:自然科学版, 1992, 20(2):65-71. ZHENG Jian-lan, ZHENG Zuo-qiao.Research on the Test Results of Punching Strength of Reinforced Concrete Slabs[J].Journal of Fuzhou University:Natural Science, 1992, 20(2):65-71.
[9]
GB 50010—2010, 混凝土结构设计规范[S]. GB 50010—2010, Code for Design of Concrete Structures[S].
[10]
腾智明.钢筋混凝土基本构件[M].北京:清华大学出版社, 1985. TENG Zhi-ming.Basic Components of Reinforced Concrete[M].Beijing:Tsinghua University Press, 1985.
[11]
刘永颐, 关建光, 王传志.混凝土局部承压强度及破坏机理[J].土木工程学报, 1985, 18(2):53-65. LIU Yong-yi, GUAN Jian-guang, WANG Chuan-zhi.Bearing Strength of Concrete and It's Failure Mechanism[J].China Civil Engineering Journal, 1985, 18(2):53-65.
