Nonlinear Behavior of Heavy Class Steel Truss Bridges-Reference-Cited by-同舟云学术

Nonlinear Behavior of Heavy Class Steel Truss Bridges

Published:2003-08 Issue:8 Volume:129 Page:1113-1121
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nagavi Razi S.¹,Aktan A. Emin²

Affiliation:

1. Senior Structural Engineer, SES and PEDCo Engineers, Cincinnati, OH 45231.

2. John Roebling Professor of Infrastructure Studies, Drexel Univ., DI3, Philadelphia, PA 19104.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A8%281113%29

Reference21 articles.

1. AASHTO. (1989). “Guide specification for strength evaluation of the existing steel and concrete bridges.” American Association of State Highway and Transportation Officials Washington D.C.

2. ABAQUS . (2001). Hibbitt Karlson & Sorenson Inc Pawtucket R.I.

3. Aktan A. E. Lee K. L. Nagavi R. Aksel T. and Hebbar K. (1994a). “Destructive testing of two 80-year-old truss bridges.” Record No. 1460 Transportation Research Board Washington D.C.

4. Aktan A. E. Nagavi R. Farhey D. Lee K. L. Aksel T. and Hebbar K. (1994b). “Nondestructive/destructive tests and associated studies on two decommissioned steel truss bridges.” Rep. FHWA/OH-95/013 Univ. of Cincinnati Infrastructure Institute Cincinnati.

5. Chen P. and Powell G. (1982). “Generalized plastic hinge concepts for 3D beam-column elements.” Rep. No. UCB/EERC-82/20 November Univ. of California at Berkeley Calif.

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