Analysis of Horizontally Curved Bridges Using Simple Finite-Element Models-Reference-Cited by-同舟云学术

Analysis of Horizontally Curved Bridges Using Simple Finite-Element Models

Published:2005-02 Issue:1 Volume:10 Page:18-21
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

DeSantiago Eduardo¹²³,Mohammadi Jamshid¹²³,Albaijat Hamadallah M. O.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil and Architectural Engineering, Illinois Institute of Technology, Chicago, IL 60616.

2. Professor and Chairman, Dept. of Civil and Architectural Engineering, Illinois Institute of Technology, Chicago, IL 60616.

3. Formerly, Graduate Student, Dept. of Civil and Architectural Engineering, Illinois Institute of Technology, Chicago, IL 60616.

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%3A1%2818%29

Reference4 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2002). Guide specifications for horizontally curved steel girder highway bridges with design examples for I-girder and box-girder bridges Washington D.C.

2. Albaijet H. M. O. (1999). “Behavior of horizontally curved bridges under static load and dynamic load from earthquakes.” PhD thesis Illinois Institute of Technology Chicago.

3. Linzell D. G. (1999). “Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight.” PhD thesis Georgia Institute of Technology Atlanta.

4. Zureick A. Naqib R. and Yadlosky J. M. (1994). “Curved steel bridge research project interim report I: Synthesis.” Publication No. FHWA-RD-93-129 Federal Highway Administration McLean Va.

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