作者简介：张清华(1975-),男,河南虞城人,讲师,工学博士,E-mail:zqhzy75@sina.com.
作者单位：张清华（西南交通大学,土木工程学院,四川,成都,610031）
李乔（西南交通大学,土木工程学院,四川,成都,610031）
唐亮（西南交通大学,土木工程学院,四川,成都,610031）
参考文献：
[1]吕志涛.新世纪的土木工程与可持续发展[J].交通运输工程学报,2002,2(1):1-6.LU Zhi-tao.Civil Engineering and Sustainable Development in 21st Century[J].Journal of Traffic and Transportation Engineering,2002,2 (1):1-6.
[2]赵均海,翟慧娟,计琳,等.钢筋混凝土特种楼梯非线性有限元分析[J].长安大学学报:自然科学版,2006,26(6):52-54.ZHAO Jun-hai,ZHAI Hui-juan,JI Lin,et al.Nonlinear Finite Element Analysis on Special Reinforced Concrete Stair[J].Journal of Chang'an University:Natural Science Edition,2006,26(6):52-54.
[3]DAVIES C.Small-scale Push-out Tests on Welded Stud Shear Connectors[J].Concrete,1967,1(3):311-316.
[4]OLLGAARD J G,SLUTTER R J,FISHER J W.Shear Strength of Stud Connectors in Lightweight and Normal-weight Concrete[J].Engineering Journal of American Institute of Steel Construction,1971,8(2):55-64.
[5]宗周红.预应力钢-混凝土组合梁静动载行为研究[D].成都:西南交通大学,1997:57-95.ZONG Zhou-hong.Analytical and Experimental Study of the Behaviour of Prestressed Composite Steel-concrete Beams Under Static and Fatigue Loading[D].Chengdu:Southwest Jiaotong University,1997:57-95.
[6]郑建岚.钢筋混凝土构件抗剪承载力的统一计算方法[J].中国公路学报,1999,12(1):50-55.ZHENG Jian-lan.A General Calculation Method of Reinforced Concrete Member[J].China Journal of Highway and Transport,1999,12(1):50-55.
[7]冯宏,甘民.高强混凝土梁抗剪强度的有限元研究[J].长安大学学报:建筑与环境科学版,2004,21(3):16-18.FENG Hong,GAN Min.Research on Element Analysis of Shear Behavior of High Strength Reinforced Concrete Reinforcement[J].Journal of Chang'an University:Architecture and Environment Science Edition,2004,21 (3):16-18.
[8]GBJ 17-88,钢结构设计规范[S].GBJ 17-88,Code for Design of Steel Structures[S].
[9]Eurocode 4,Design of Composite Steel and Concrete Structures-Part 2:Composite Bridges[S].
[10]聂建国,沈聚敏,袁彦声,等.钢-混凝土组合梁中剪力键实际承载力的研究[J].建筑结构学报,1996,17(2):21-29.NIE Jian-guo,SHEN Ju-min,YUAN Yan-sheng,et al.Experiment and Analysis of Actual Shear Capacity of Shear Connectors in Composite Steel-concrete Beams[J].Journal of Building Structures,1996,17(2):21-29.
[11]LEONHARDT F,ANDRAE W,ANDRAE H P,et al.New,Improved Bonding Means for Composite Load Bearing Structures with High Fatigue Strength[J].Beton-und Stahlbetonbau,1987,82 (12):325-331.
[12]山寺德明,伊東昇,森河久.鶴見航路橋の設計概要[J].橋梁と基礎,1993,2(2):23-32.YAMADERA N,ITOH N,MORIKAWA H.Design of the Tsurumi Fairway Bridge[J].Bridge and Foundation Engineering,1993,2(2):23-32.
[13]OGUEJIOFOR E C,HOSAIN M U.A Parametric Study of Perfoband Rib Shear Connectors[J].Canadian Journal of Civil Engineering,1994,21(4):614-625.
[14]宗周红,车惠民.剪力连接件静载和疲劳试验研究[J].福州大学学报:自然科学版,1999,27(6):61-66.ZONG Zhou-hong,CHE Hui-min.Experimental Study of Shear Connector Under Static and Fatigue Loading[J].Journal of Fuzhou University:Natural Science,1999,27(6):61-66.
