The Structural Engineer > Archive > Volume 49 (1971) > Issues > Issue 3 > The Structural Behaviour of Steel and Concrete Box Girder Bridges
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The Structural Behaviour of Steel and Concrete Box Girder Bridges

The deformational behaviour of single and multicell steel and concrete box girders is studied by reference to specific examples which incorporate variations in wall thickness, loaded length, stiffener size, diaphragm spacing, shape of section, curvature, and support positions. J.C. Chapman, P.J. Dowling, P.T.K. Lim and C.J. Billington

Author(s): Chapman, J C;Dowling, P J;Lim, P T K;Billington, C J

Keywords: box beams;bridges;composite construction;steel;concrete;symmetric loads;eccentric loads;curved;skew bridges