Partial Continuity in Bridge Girders with Jointless Decks-Reference-Cited by-同舟云学术

Partial Continuity in Bridge Girders with Jointless Decks

Published:2005-11 Issue:4 Volume:10 Page:229-238
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Okeil Ayman M.¹²,ElSafty Adel¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, CEBA 3502, Louisiana State Univ., Baton Rouge, LA 70803.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Florida State Univ., Panama City, FL 32405-1099.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282005%2910%3A4%28229%29

Reference21 articles.

1. Alampalli S. and Yannotti A. P. (1998). “In-service performance of integral bridges and jointless decks.” Transportation Research Record. 1624 Transportation Research Board Washington D.C. 1–7.

2. Burke M. P. Jr. (1992). “Integral bridges: Attributes and limitations.” paper presented at the ACI National Concrete Engineering Conf. Chicago.

3. The design of integral concrete bridges;Burke M. P.;Concr. Int.,1993

4. Burke M. P. Jr. (1994). “Semi integral bridges: Movements and forces.” Transportation Research Record. 1460 Transportation Research Board Washington D.C. 1–7.

5. Reducing bridge damage caused by pavement forces;Burke M. P.;Concr. Int.,2004

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