Research Article
Oct 1973
Structural Response of Concrete Box Girder Bridge
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VIEW THE REPLYAuthors: Alexander C. Scordelis, M.ASCE, Jack G. Bouwkamp, M.ASCE, and S. Tanvir WastiAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 10
Abstract
Results obtained in a study of a large-scale, two-span, four cell reinforced concrete bridge model are presented. The model, which was a 1:2.82 scale replica of a prototype, had overall plan dimensions of 72 ft (21 m) long by 12 ft (3.7 m) wide. The various computer programs used in obtaining theoretical results are described and compared. Experimental and theoretical results are given for reactions, deflections, and moments due to working stress point loads applied before and after overload stress levels in the bridge. Conclusions are presented on the adequacy of the theory in predicting bridge response.
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Published In
Journal of the Structural Division
Volume 99 • Issue 10 • October 1973
Pages: 2031 - 2048
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Oct 1973
Published online: Feb 1, 2021
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Alexander C. Scordelis, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
Jack G. Bouwkamp, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
S. Tanvir Wasti
Asst. Prof. of Civ. Engrg., Middle East Tech. Univ., Ankara, 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.