Nonlinear Rail-Structure Interaction Analysis of an Elevated Skewed Steel Guideway
Author:
Affiliation:
1. Senior Structural Engineer, APM & Assoc., Inc., 2201 Main St., Suite 1100, Dallas, TX 75201 (corresponding author).
2. President, APM & Assoc., Inc., 2201 Main St., Suite 1100, Dallas, TX 75201.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000163
Reference26 articles.
1. AASHTO. (2002). Standard specifications for highway bridges 17th Ed. Washington DC.
2. ACI. (1992). “Analysis and design of reinforced and prestressed-concrete guideway structures.” ACI 358.1R-92 Farmington Hills MI.
3. Ahlbeck D. R. Kish A. and Sluz A. (1986). “An assessment of design criteria for continuous-welded rail on elevated transit structures.” Transportation Research Record 1071 Transportation Research Board Washington DC.
4. Dispersion of tractive and breaking forces in railway bridges—Theoretical analysis;Arya A. S.;Rail Int.,1982
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