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Approximate method of analysis for deflections of bridge slabs is presented; method employs principle of minimum potential energy in conjunction with assumption that chordwise deflected shape may be represented by power series, coefficients of which are functions of spanwise position; coefficients are determined by minimization of total potential energy of system.
Approximate method of analysis for deflections of bridge slabs is presented; method employs principle of minimum potential energy in conjunction with assumption that chordwise deflected shape may be represented by power series, coefficients of which are functions of spanwise position; coefficients are determined by minimization of total potential energy of system.
Deformations of orthotropic skew bridge slabs
Civ Eng (Lond)
Coull, A. (author)
1968
3 pages
Article (Journal)
English
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