Research Article
Oct 1958
Numerical Solutions for Interconnected Bridge Girders
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 84, Issue 6
Abstract
Two numerical methods for the solution of the problem of the interconnected bridge girder are considered for the particular case involving infinite torsional rigidity of the main longitudinal members. Formulas are developed for both deflection and moment for a two girder and four girder structure, and results from both cases are compared with those obtained by using rigorous formulas. Tables are included to compare solutions for various values of relative stiffness. The possibility of replacing the entire cross framing by a single center diaphragm for analysis pruposes is clearly indicated.
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Information
Published In
Journal of the Structural Division
Volume 84 • Issue 6 • October 1958
Pages: 1815-1 - 1815-19
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Oct 1958
Published online: Feb 1, 2021
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Authors
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Henry Malter, AM.ASCE
Prof., Hd. Dept. of Civ. Eng., Robert Coll., Istanbul, Turkey
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.