RANDL E,JOHNSON R P.Widths of Initial Cracks in Concrete Tension Flanges of Composite Beams[C]//IABSE.IABSE Proceedings.Zurich:IABSE,1982:69-80.
[2]
RYU H K,CHANG S P,KIM Y J,et al.Crack Control of a Steel and Concrete Composite Plate Girder with Prefabricated Slabs Under Hogging Moments[J].Engineering Structures,2005,27(11):1613-1624.
[3]
樊健生.钢-混凝土连续组合梁的试验及理论研究[D].北京:清华大学,2003.
[4]
NIE J G,CAI C S,ZHOU T R,et al.Experimental and Analytical Study of Prestressed Steel-concrete Composite Beams Considering Slip Effect[J].Journal of Structural Engineering,2007,133(4):530-540.
[5]
JTG D62—2004,Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts[S].
[6]
EN 1994-1-1:2004.Eurocode 4:Design of Composite Steel and Concrete Structures—Part 1-1:General Rules and Rules for Buildings[S].
[7]
GB 50010—2002,混凝土结构设计规范[S].
[8]
HE J,LIU Y,CHEN A,et al.Experimental Study on Inelastic Mechanical Behaviour of Composite Girders Under Hogging Moment[J].Journal of Constructional Steel Research,2010,66(1):37-52.
[9]
HAJJAR J F,KRZMARZICK D,PALLARS L.Measured Behavior of a Curved Composite I-girder Bridge[J].Journal of Constructional Steel Research,2010,66(3):351-368.
[10]
FAN Jian-sheng.Experimental and Theoretical Study of Continuous Composite Beams of Steel and Concrete [D].Beijing:Tsinghua University,2003.
ZHOU An,DAI Hang,LIU Qi-wei.Experimental Study of the Structural Behavior of the Negative Bending Zone of Steel Box-prestressed Concrete Composite Beams[J].China Civil Engineering Journal,2009,42(12):69-75.
[13]
JTG D62—2004,公路钢筋混凝土及预应力混凝土桥涵设计规范[S].
[14]
CEB-FIP Model Code 1990,Design Code[S].
[15]
GB 50010—2002,Code for Design of Concrete Structures[S].
