VAYAS I,ILIOPOULOS A,ADAMAKOS T.Spatial Systems for Modeling Steel-concrete Composite Bridges-comparison of Grillage Systems and FE Models[J].Steel Construction Design and Research,2010,3(2):100-111.
[2]
CHANG C J,WHITE D W.An Assessment of Modeling Strategies for Composite Curved Steel I-girder Bridges[J].Engineering Structures,2008,30(11):2991-3002.
[3]
LIU Xiao-gang,FAN Jian-sheng,NIE Jian-guo,et al.Behavior of Composite Rigid Frame Bridge Under Bi-directional Seismic Excitations[J].Journal of Traffic and Transportation Engineering:English Edition,2014,1(1):62-71.
[4]
ADAMAKOS T,VAYAS I,PETRIDIS S,et al.Modeling of Curved Composite I-girder Bridges Using Spatial Systems of Beam Elements[J].Journal of Constructional Steel Research,2011,67(3):462-470.
[5]
LIGHTFOOT E,SAWKO F.Structural Frame Analysis by Electronic Computer:Grid Frameworks Resolved by Generalized Slope Deflection[J].Engineering,1959,187(1):18-20.
[6]
HAMBLY E C.Bridge Deck Behavior[M].London:Chapman and Hall,1976.
[7]
OKEIL A M,EI-TAWIL S.Warping Stresses in Curved Box Girder Bridges:Case Study[J].Journal of Bridge Engineering,2004,9(5):487-496.
[8]
HEINS C P,KUO J T C.Torsional Properties of Composite Girders[J].AISC Engineering Journal,1972,9(2):79-85.
[9]
ANSYS.Release 12.0 Documentation for ANSYS[M].Pittsburgh:ANSYS Incorporation,2009.
[10]
MEBSOUT M,TARHINI K,JABAKHANJI R,et al.Wheel Load Distribution in Simply Supported Concrete Slab Bridges[J].Journal of Bridge Engineering,2004,9(2):147-155.
[11]
HUO X S,WASSERMAN E P,IQBAL R A.Simplified Method for Calculating Lateral Distribution Factors for Live Load Shear[J].Journal of Bridge Engineering,2005,10(5):544-554.
[12]
KIM Y J,TANOVIC R,WOIGHT R G.Load Configuration and Lateral Distribution of NATO Wheeled Military Trucks for Steel I-girder Bridges[J].Journal of Bridge Engineering,2010,15(6):740-748.
[13]
JTG D60—2004，公路桥涵设计通用规范[S]. JTG D60—2004，General Code for Design of Highway Bridges and Culverts[S].
