Parametric Analysis of Cross-Frame Layout on Distortion-Induced Fatigue in Skewed Steel Bridges-Reference-Cited by-同舟云学术

Parametric Analysis of Cross-Frame Layout on Distortion-Induced Fatigue in Skewed Steel Bridges

Published:2013-07 Issue:7 Volume:18 Page:601-611
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hassel H. L.¹,Bennett C. R.²,Matamoros A. B.³,Rolfe S. T.⁴

Affiliation:

1. Staff Structural Engineer, Burns and McDonnell, 9400 Ward Parkway, Kansas City, MO 64114.

2. Assistant Professor, Civil, Environmental, and Architectural Engineering (CEAE) Dept., Univ. of Kansas, Lawrence, KS 66045 (corresponding author).

3. Associate Professor, Civil, Environmental, and Architectural Engineering (CEAE) Dept., Univ. of Kansas, Lawrence, KS 66045.

4. Learned Distinguished Professor, Civil, Environmental, and Architectural Engineering (CEAE) Dept., Univ. of Kansas, Lawrence, KS 66045.

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.1943-5592.0000388

Reference32 articles.

1. ABAQUS Version 6.8.2 [Computer software]. Providence RI Simulia.

2. Adams C. (2009). “Finite element study on bridge details susceptible to distortion-induced fatigue.” M.S. thesis Dept. of Civil Environmental and Architectural Engineering Univ. of Kansas Lawrence KS.

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