Research Article
Oct 1961
Dynamic Response of Highway Bridges
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 87, Issue 7
Abstract
Dynamic response of single span and 3 span continuous highway bridges to transient loads; results of more than 1000 specific cases are analyzed to evaluate effect of load characteristics and bridge geometry on highway bridge impact; it is concluded that springing of vehicles is important factor affecting dynamic response to highway bridge and that present specifications do not adequately provide for dynamic response of bridges to design loads.
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Published In
Journal of the Structural Division
Volume 87 • Issue 7 • October 1961
Pages: 31 - 62
Copyright
© 1961 American Society of Civil Engineers.
History
Published in print: Oct 1961
Published online: Feb 1, 2021
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John F. Fleming, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Northwestern Univ., Evanston, Ill.
James P. Romualdi, AM.ASCE
Assoc, Prof., Dept. of Civ, Engrg., Carnegie Inst. of Tech., Pittsburgh, Pa.
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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.