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A platform for research: civil engineering, architecture and urbanism
Simplified procedure for analysis of symmetrical two, three, and four-span continuous girder bridges with variable moment of inertia; method consists of substituting values related to bridge dimensions, proportions and loadings, into formulas giving magnitudes of redundants without necessity of sign convention; all constants, coefficients, and functions are made dimensionless so that any consistent system of dimensions may be used.
Simplified procedure for analysis of symmetrical two, three, and four-span continuous girder bridges with variable moment of inertia; method consists of substituting values related to bridge dimensions, proportions and loadings, into formulas giving magnitudes of redundants without necessity of sign convention; all constants, coefficients, and functions are made dimensionless so that any consistent system of dimensions may be used.
Continuous girder bridge with variable moment of inertia
ASCE -- Proc (J Structural Div)
Sami, S. (author)
1960
21 pages
Article (Journal)
English
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