Viest I M. Investigation of stud shear connectors for composite concrete and steel t-beams[J]. Journal of the American Concrete Institute, 1956, 52(4): 875-892.
[2]
Oehlers D J, Johnson R P. Strength of stud connections in composite beams[J]. The Journal of Structural Engineering, 1987, 65B(2): 44-48.
[3]
聂建国, 谭英, 王洪全. 钢-高强混凝土组合梁栓钉抗剪连接件的设计 计算[J]. 清华大学学报: 自然科学版, 1999, 39(12): 94-97. Nie Jianguo, Tan Ying, Wang Hongquan. Strength of stud shear connectors in composite steel-HC beams [J]. Journal Tsinghua University: Science and Technolagy, 1999, 39(12) :94-97.
[4]
郑则群, 房贞政. 剪力连接件对预应力钢-混凝土组合梁受力性能的 影响[J]. 福州大学学报: 自然科学版, 2001, 29(1): 74-77. Zheng zequn, Fang Zhenzheng. The influence of the shear connectors on the stress behavior of prestressed composite steel-concrete beams[J]. Journal of Fuzhou University: Nature Science, 2001, 29(1):74-77.
[5]
张喜刚, 刘玉擎. 组合索塔锚固结构[M]. 北京: 人民交通出版社, 2010: 16-20. Zhang Xigang, Liu Yuqing. Cable-tower composite anchorage[M]. Beijing: China Communications Press, 2010: 16-20.
[6]
Shim C S, Lee P G, Yoon T Y. Static behavior of large stud shear connectors[J]. Engineering Structues, 2004, 26(12): 1853-1860.
[7]
刘玉擎. 组合结构桥梁[M]. 北京: 人民交通出版社, 2005: 25-28. Liu Yuqing. Composite structure bridge[M]. Beijing: China Communications Press, 2005: 25-28.
[8]
European Committee for Standardization. Eurocode 4: Design of composite steel and concrete structures-Part.1: General rules for buildings[S]. Bruselas: European Committee for Standardization, 1994.
[9]
Wang Y C. Deflection of steel-concrete composite beams with partial shear interaction[J]. Journal of Structure Engineering, 1998, 124(10): 1159-1165.
[10]
Oehlers D J, Coughlan C G. The shear stiffness of stud shear connections in composite beams[J]. Journal of Constructional Steel Research, 1986, 6(4): 273–284.
[11]
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, 2011: 79-80. Nie Jianguo, Liu Ming, Ye Lieping. Steel-concrete composite structure[M]. Beijing: China Architecture & Building Press, 2011: 79-80.
