参考文献/References:
[1] 梁兴文, 史庆轩. 混凝土结构设计原理[M].北京: 中国建筑工业出版社, 2007.
LIANG Xingwen, SHI Qingxuan. Principle for design of concrete structures[M].Beijing: China Architecture and Building Press, 2007.
[2] 混凝土结构设计规范: GB50010-2010. [S].北京: 中国建筑工业出版社, 2010.
Code for design of concrete structures: GB50010-2010. [S]. Beijing: China Building Industry Press, 2010.
[3] 熊进刚. 转换层钢筋混凝土短梁受剪性能试验研究[D].南京: 东南大学, 2001.
XIONG Jingang. Experimental research on shear properties of reinforced concrete short beams in transfer floor[D]. Nanjing: Southeast University, 2001.
[4] 高丹盈, 袁媛, 赵军, 等.钢筋钢纤维混凝土短梁刚度试验研究[A].纤维混凝土的技术进展与工程应用—第十一届全国纤维混凝土学术会议论文集[C]//大连:2006: 315-320.
GAO Danying, YUAN Yuan, ZHAO Jun, et al. Experimental research on the stiffness of steel fiber reinforced concrete short beams[A].Technological Progress and Engineering
Application of Fiber Reinforced Concrete--Proceedings of the 11th China Conference on Fiber Reinforced Concrete[C]//Dalian: 2006.315-320.
[5] PARK R, PAULAY T.钢筋混凝土结构[M].秦文钺, 译.重庆: 重庆大学出版社, 1985.
PARK R,PAULAY T. Reinforced concrete structures[M]. QIN Wenyue, Translated Chongqing: Chongqing University Press, 1985.
[6] 吕志涛, 潘钻峰. 斜向开裂混凝土梁的瞬时及长期剪切变形[J].建筑科学与工程学报, 2010,27(2): 1-9.
LÜ Zhitao, PAN Zuanfeng. Instantaneous and long-term shear deformations of inclined crack concrete beams[J].Journal of Architecture and Civil Engineering, 2010,27(2): 1-9.
[7] PAN Zuanfeng, LI Bing, LU Zhitao. Effective shear stiffness of diagonally cracked reinforced concrete beams[J]. Engineering Structures, 2014,59(2): 95-103.
[8] WANG Tiao, DAI Jianguo, ZHENG Jianjun. Multi-angle truss model for predicting the shear deformation of RC beams with low span-effective depth ratios [J]. Engineering
Structures, 2015, 91: 85-95.
[9] Building code requirements for structural concrete (ACI318-08) and commentary (ACI 318R-08):ACI Committee 318 [S]. Farmington (MI): American Concrete Institute,2008.
[9] 陈肇元, 朱金铨, 吴佩刚.高强混凝土及其应用[M].北京: 清华大学出版社, 1992.
CHEN Zhaoyuan, ZHU Jinquan, WU Peigang. High-strength concrete and its application[M]. Beijing: Tsinghua University Press, 1992.
[10] 白家荣. 高强箍筋高强混凝土梁受剪性能试验研究及有限元分析[D].西安: 西安建筑科技大学, 2009.
BAI Jiarong. Experiments and finite element analysis of shear behavior for high strength concrete beams with high strength stirrups[D]. Xi’an: Xi’an Univ. of Arch. and Tech.,
2009.
[11] 潘柏荣. 高强混凝土梁抗剪性能试验研究[D].长沙: 湖南大学, 2009.
PAN Bairong. Research on shear capacity of high strength concrete beams [D].Changsha: Hunan University, 2009.
[12] 李娟. HRB500 级箍筋混凝土梁斜截面受力性能试验研究[D]. 长沙: 湖南大学, 2007.
LI Juan. Experimental study on mechanical behavior of diagonal section of reinforced concrete beams with HRB500 stirrups[D].Changsha: Hunan University ,2007.
[13] 包世华. 结构力学(上册)[M].3 版.武汉: 武汉理工大学出版社, 2007.
BAO Shihua. Structural mechanics (Volume 1) [M]. 3rd ed. Wuhan: Wuhan University of Technology Press, 2007.
[14] 王传志, 滕智明. 钢筋混凝土结构理论[M].北京: 中国建筑工业出版社, 1985.
WANG Chuanzhi, TENG Zhiming. Theory of reinforced concrete structures [M]. Beijing: China Building Industry Press, 1985.
[15] COLLINS MP. Towards a rational theory for RC members in shear[J]. Journal of the Structure Division, 1978, 104(4) : 649-666.