Bridge Piers with Structural Fuses and Bi-Steel Columns. I: Experimental Testing

Author:

El-Bahey Samer12,Bruneau Michel12

Affiliation:

1. Structural Engineer, Stevenson & Associates, Phoenix, AZ (corresponding author).

2. Professor, Dept. of Civil, Structural, and Environmental Engineering, State University of New York, Buffalo, NY.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. AASHTO LRFD. (2009). Bridge design specifications customary U.S. units with 2008 interim revisions American Association of State Highway and Transportation Officials Washington DC.

2. Aiken I. Mahin S. and Uriz P. (2002). “Large-scale testing of buckling restrained braced frames.” Proc. Japan Passive Control Symp. Tokyo Institute of Technology Yokohama Japan 35–44.

3. Applied Technology Council (ATC). (1992). “Guidelines for seismic testing of components of steel structures.” Rep. 24 Applied Technology Council Redwood City CA.

4. Berman J. W. and Bruneau M. (2005). “Approaches for the seismic retrofit of braced steel bridge piers and proof-of-concept testing of a laterally stable eccentrically braced frame.” Technical Rep. MCEER-05-0004 Multidisciplinary Center for Earthquake Engineering Research Buffalo NY.

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