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A SYSTEMATIC PROCEDURE FOR MINIMUM COST DESIGN OF HIGHWAY BRIDGES, AN INTERIM REPORT

R J Aguilar, Kambiz Movassaghi, J. A. Brewer

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Abstract

A MATHEMATICAL THEORY IS PRESENTED FOR THE SYSTEMATIC MINIMIZATION OF THE TOTAL COST OF AN N SPAN, SIMPLY SUPPORTED, HIGHWAY BRIDGE STRUCTURE. DYNAMIC PROGRAMMING IS THE METHOD EMPLOYED IN DEVELOPING THE MODEL AND IT IS APPLIED TO THE STRUCTURAL FUNCTIONS AND GEOMETRY, SIMULTANEOUSLY. A COMPUTER PROGRAM IS BEING DEVELOPED TO IMPLEMENT THE OPTIMIZATION METHOD. /FHWA/

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A MATHEMATICAL THEORY IS PRESENTED FOR THE SYSTEMATIC MINIMIZATION OF THE TOTAL COST OF AN N SPAN, SIMPLY SUPPORTED, HIGHWAY BRIDGE STRUCTURE. DYNAMIC PROGRAMMING IS THE METHOD EMPLOYED IN DEVELOPING THE MODEL AND IT IS APPLIED TO THE STRUCTURAL FUNCTIONS AND GEOMETRY, SIMULTANEOUSLY. A COMPUTER PROGRAM IS BEING DEVELOPED TO IMPLEMENT THE OPTIMIZATION METHOD. /FHWA/

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Available abstract

A MATHEMATICAL THEORY IS PRESENTED FOR THE SYSTEMATIC MINIMIZATION OF THE TOTAL COST OF AN N SPAN, SIMPLY SUPPORTED, HIGHWAY BRIDGE STRUCTURE. DYNAMIC PROGRAMMING IS THE METHOD EMPLOYED IN DEVELOPING THE MODEL AND IT IS APPLIED TO THE STRUCTURAL FUNCTIONS AND GEOMETRY, SIMULTANEOUSLY. A COMPUTER PROGRAM IS BEING DEVELOPED TO IMPLEMENT THE OPTIMIZATION METHOD. /FHWA/

Key concepts: Interim, Minification, Bridge (graph theory), Computer science, Mathematical optimization, Engineering, Mathematics, Geography

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