Hybrid Model for Railroad Bridge Dynamics-Reference-Cited by-同舟云学术

Hybrid Model for Railroad Bridge Dynamics

Author:

Kim Robin E.¹,Moreu Fernando²,Spencer Billie F.³

Affiliation:

1. Research Assistant Professor, Center for Integrated Smart Sensors, KAIST, Daejeon 34141, South Korea (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Univ. of New Mexico, Centennial Engineering Center 3056, MSC01 1070, Albuquerque, NM 87131.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205N. Matthews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference41 articles.

1. ASTM. (2005). “Standard specification for carbon structural steel.” A36/A36M-05 West Conshohocken PA.

2. Transverse vibration of a two-span beam under action of a moving constant force;Ayre R. S.;J. Appl. Mech.-T,1950

3. Transverse vibration of a two-span beam under the action of a moving alternating force;Ayre R. S.;J. Appl. Mech.-T,1950

4. Bowe C. J. (2009). “Dynamic interaction of trains and railway bridges.” Ph.D. thesis National Univ. of Ireland Galway Ireland.

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