Bridge Deck Analysis |
Contents
INTRODUCTION | 1 |
1 | 29 |
ELASTIC RIGIDITIES OF BRIDGE DECKS FOR USE | 38 |
Copyright | |
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Common terms and phrases
a₁ a²w auxiliary nodal line axes B₁ B₂ boundary conditions box girder bridges bridge decks Bridge Design C₁ cable-stayed bridge co-ordinates column Computer programs concentrated load cosh B3 cosh ẞ Cusens D₁ D₂ defined deflection Design Curve diaphragm direct stiffness method distribution coefficient dx dy dx² dynamic relaxation edge beam elastic Equation Finite difference pattern finite element method flexural rigidity folded plate structure force matrices free edge global grid grillage intermediate diaphragm isotropic joint K₁ K₂ longitudinal midspan nodal line node orthotropic deck orthotropic plate theory parameters Poisson's ratio pseudo-slab r₁ rectangular reference station ribs S₁ Scordelis shown in Figure simply supported sinh Bo sinh ẞ skew slab solution space frame space frame analysis span ẞ₁ stiffness matrix supplemented shearing forces technique transverse University of Dundee values w₁ width Zienkiewicz
References to this book
Reinforced Concrete Designer's Handbook, Tenth Edition C.E. Reynolds,J. Steedman No preview available - 1988 |
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