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ORTHOTROPIC PLATE ANALYSIS OF BRIDGE DECKS
ELASTIC RIGIDITIES OF BRIDGE DECKS FOR USE
5 other sections not shown
axis bending moments boundary conditions box girder bridges bridge decks Bridge Design cable-stayed cable-stayed bridge Chapter co-ordinates column computer program concentrated load concrete bridge construction cosh 03 cosh ft coupling rigidities cross-section Cusens defined deflection design curves diaphragm direct stiffness method displacements distribution coefficient dynamic relaxation edge beam Engineering expressed fictitious Finite difference pattern finite element method flexural rigidity follows free edge function governing equation grid points grillage in-plane influence line intermediate diaphragm isotropic joint longitudinal bending maximum mesh midspan nodal line node obtained orthogonal orthotropic deck orthotropic plate theory Pama patch loads pattern for load Poisson's ratio prestressed pseudo-slab rectangular reference station ribs Scordelis shown in Figure simple support sinh 03 sinh ft solution space frame span steel stiffness matrix stress resultants supplemented shearing forces T-beam bridge Table technique total torsional rigidity unit width University of Dundee values