Simplified Inelastic Design of Steel Girder Bridges-Reference-Cited by-同舟云学术

Simplified Inelastic Design of Steel Girder Bridges

Published:2000-02 Issue:1 Volume:5 Page:58-66
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Barker Michael G.¹²³⁴⁵,Hartnagel Bryan A.¹²³⁴⁵,Schilling Charles G.¹²³⁴⁵,Dishongh Burl E.¹²³⁴⁵

Affiliation:

1. P.E., Member, ASCE

2. Associate Member, ASCE

3. P.E.

4. P.E., Members, ASCE

5. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Missouri-Columbia, Columbia, MO 65211.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282000%295%3A1%2858%29

Reference12 articles.

1. AASHTO LRFD bridge design specifications . (1998). 2nd Ed. AASHTO Washington D.C.

2. Barker M. G. (1995). “Inelastic design of steel girder bridges.” AISC Engrg. J. 32(1) 34–40.

3. Barker M. G. Hartnagel B. A. Schilling C. G. and Dishongh B. E. (1997). “Inelastic design and experimental testing of compact and noncompact steel girder bridges.” Rep. 93-1 Missouri Cooperative Highway Research Program.

4. Reliability of Inelastic Load Capacity Rating Limits for Steel Bridges

5. Residual Deformation Analysis for Inelastic Bridge Rating

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