Simplified Model for Computer-Aided Analysis of Integral Bridges

Author:

Dicleli Murat1

Affiliation:

1. Asst. Prof., Dept. of Civ. Engrg. and Constr., Bradley Univ., 1501 W. Bradley Ave., Peoria, IL 61625. E-mail: mdicleli@usa.net

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. AASHTO. ( 1994). AASHTO LRFD bridge design specifications 1st Ed. Washington D.C.

2. Abendroth R. E. and Greimann L. F. (1989). “A rational design approach for integral-abutment bridge piles.” Transp. Res. Rec. 1233 Transportation Research Board Washington D.C. 12–23.

3. Abutment Pile Design for Jointless Bridges

4. Barker R. M. Duncan J. M. K. Rojiani K. B. Ooi P. S. K. and Kim S. G. (1991). “Manuals for the design of bridge foundations.” NCHRP Rep. 343 Transportation Research Board National Research Council Washington D.C.

5. Burke M. P. Jr. ( 1988). “Bridge deck joints.” NCHRP Synthesis of Hwy. Pract. No. 141 Transportation Research Board National Research Council Washington D.C.

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