Full-Scale Testing of Procedures for Assembling Trunnion-Hub-Girder in Bascule Bridges

Author:

Besterfield Glen1,Nichani Sanjeev2,Kaw Autar K.3,Eason Thomas4

Affiliation:

1. Associate Professor, Mechanical Engineering Dept., Univ. of South Florida, Tampa, FL 33620-5350.

2. Graduate Student, Mechanical Engineering Dept., Univ. of South Florida, Tampa, FL 33620-5350.

3. Professor, Mechanical Engineering Dept., Univ. of South Florida, Tampa, FL 33620-5350.

4. Assistant Professor, Mechanical Engineering Dept., Univ. of South Florida, Tampa, FL 33620-5350.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. “Bascule bridge trunnion-hub-girder designer.” (2001). 〈http://www.eng.usf.edu/∼besterfi/bascule〉 (Jan. 21 2002).

2. Besterfield G. H. Kaw A. K. and Crane R. A. (2001). “Parametric finite-element modeling and full-scale testing of trunnion-hub-girder assemblies for bascule bridges.” Florida Dept. of Transportation Contract Rep. Contract #B-C008 Mechanical Engineering Dept. Univ. of South Florida Tampa Fla.

3. Dally J. W. and Riley W. F. (1993). Instrumentation for engineering measurements Wiley New York.

4. Denninger M. T. (2000). “Design tools for trunnion-hub assemblies for bascule bridges.” MS thesis Univ. of South Florida Tampa Fla.

5. A fracture mechanics approach to the development of realistic acceptance standards for heavy walled steel castings.;Greenberg H. D.;Metals Eng. Q.,1969

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