Shear and Friction Response of Nonseismic Laminated Elastomeric Bridge Bearings Subject to Seismic Demands

Author:

Steelman Joshua S.1,Fahnestock Larry A.2,Filipov Evgueni T.1,LaFave James M.3,Hajjar Jerome F.4,Foutch Douglas A.5

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author).

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

4. Professor and Chair, Dept. of Civil and Environmental Engineering, Northeastern Univ., 360 Huntington Ave., Boston, MA 02115.

5. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. AASHTO. (2008a). AASHTO LRFD bridge design specifications AASHTO Washington DC.

2. AASHTO. (2008b). “Standard specification for plain and laminated elastomeric bridge bearings.” AASHTO M251-06 Washington DC.

3. AASHTO. (2010). Guide specifications for seismic isolation design AASHTO Washington DC.

4. ASTM. (2007). “Standard specification for plain and steel-laminated elastomeric bearings for bridges.” D4014-03 West Conshohocken PA.

5. Seismic Isolation: History, Application, and Performance—A World View

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