EASLEY J T.Buckling Formulas for Corrugated Metal Shear Diaphragms[J].Journal of the Structural Division ASCE,1975,(07):1403-1417.
[2]
LUO R,EDLUND B.Shear Capacity of Plate Girders with Trapezoidally Corrugated Webs[J].Thin-Walled Structures,1996,(01):19-44.
[3]
ELGAALY M,HAMILTON R W,SESHADRI A.Shear Strength of Beams with Corrugated Webs[J].Journal of Structural Engineering,1996,(04):390-398.
[4]
DRIVER R G,ABBAS H H,SAUSE R.Shear Behavior of Corrugated Web Bridge Girders[J].Journal of Structural Engineering,2006,(02):195-203.
[5]
SAUSE R,BRAXTAN T N.Shear Strength of Trapezoidal Corrugated Steel Webs[J].Journal of Constructional Steel Research,2011,(02):223-236.
[6]
ABBAS H H.Analysis and Design of Corrugated Web I-Girders for Bridges Using High Performance Steel[D].Bethlehem:Lehigh University,2003.
[7]
IBRAHIM S A,EL-DAKHAKHNI W W,ELGAALY M.Fatigue of Corrugated-Web Plate Girders:Analytical Study[J].Journal of Structural Engineering,2006,(09):1381-1392.doi:10.1061/(ASCE)0733-9445(2006)132:9(1381).
[8]
ABBAS H H,SAUSE R,DRIVER R G.Simplified Analysis of Flange Transverse Bending of Corrugated Web I-Girders under In-Plane Moment and Shear[J].Engineering Structures,2007,(11):2816-2824.doi:10.1016/j.engstruct.2007.01.006.
[9]
KIYMAZ G,COSKUN E,COSGUN C.Transverse Load Carrying Capacity of Sinusoidally Corrugated Steel Web Beams with Web Openings[J].Steel and Composite Structures,2010,(01):69-85.