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Analysis of continuous skewed slab bridge decks
Utilizing finite differences method, 32 different bridge slabs, with unstiffened edges, were analyzed; 23 of these were 3-span continuous slabs and had different angles of skew, width-center span length and end span-center span ratios; 9 single-span slabs had different geometric parameters; mathematical analysis of each slab included simultaneous solutions of groups of finite difference deflection equations, computations of influence coefficients for deflection and moments at critical slab points, together with uniform load deflections and moments.
Analysis of continuous skewed slab bridge decks
Utilizing finite differences method, 32 different bridge slabs, with unstiffened edges, were analyzed; 23 of these were 3-span continuous slabs and had different angles of skew, width-center span length and end span-center span ratios; 9 single-span slabs had different geometric parameters; mathematical analysis of each slab included simultaneous solutions of groups of finite difference deflection equations, computations of influence coefficients for deflection and moments at critical slab points, together with uniform load deflections and moments.
Analysis of continuous skewed slab bridge decks
Nat Research Council -- Highway Research Board -- Research Rec
Yeginobali, A. (author)
1963
28 pages
Article (Journal)
English
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