Preliminary Design of Seismically Isolated R/C Bridges—Features of Relevant Expert System and Experimental Testing of Elastomeric Bearings

Seismically isolated R/C bridges is the target of an expert system based on the current design provisions of Eurocode 8, Part 2, which aims to facilitate their preliminary design. The expert system and the developed software includes a series of checks provided by Eurocode 8 (Part 2), in order to ensure the satisfactory seismic “optimum” performance of the selected isolation scheme. In doing so, the software accesses a specially created database of the geometrical and mechanical characteristics of commercially available cylindrical or prismatic elastomeric bearings, that can be easily enriched by relevant data from laboratory tests on isolation devices. The basic assumption included in the software is modeling the seismic response of an isolated bridge as a S.D.O.F. system. The features of this expert system are presented and discussed. Moreover, results from a number of tests are also included, indicative of the quality control procedure, specified by International Standard ISO 22762-1 (2005).

[1]  Farzad Naeim,et al.  Design of seismic isolated structures , 1999 .

[2]  R. S. Jangid,et al.  Seismic behavior of isolated bridges: A-state-of-the-art review , 2003 .

[3]  Stergios A. Mitoulis,et al.  Cost-effectiveness related to the earthquake resisting system of multi-span bridges , 2010 .

[4]  Lucia Faravelli Modelling the response of an elastomeric base isolator , 2001 .

[5]  Farzad Naeim,et al.  Design of seismic isolated structures : from theory to practice , 1999 .

[6]  I G Buckle,et al.  MECHANICAL CHARACTERISTICS OF BASE ISOLATION BEARINGS FOR A BRIDGE DECK MODEL TEST , 1987 .

[7]  A. V. N. S. Prakasa Rao,et al.  BEAS: expert system for the preliminary design of bearings , 1992 .

[8]  Mceer,et al.  Recommended LRFD Guidelines for the Seismic Design of Highway Bridges , 2003 .

[9]  James M. Kelly,et al.  Earthquake-Resistant Design with Rubber , 1993 .

[10]  Murat Dicleli,et al.  Efficiency of Seismic Isolation for Seismic Retrofitting of Heavy Substructured Bridges , 2005 .

[11]  George C. Manos,et al.  Preliminary design of seismically isolated R/C highway overpasses- Features of relevant software and experimental testing of elastomeric bearings , 2011 .

[12]  Michael C. Constantinou,et al.  Property Modification Factors for Seismic Isolation Bearings , 1999 .

[13]  Y. Fujino,et al.  Multiaxial Behaviors of Laminated Rubber Bearings and Their Modeling. I: Experimental Study , 2004 .

[14]  James M. Kelly,et al.  Aseismic base isolation: review and bibliography , 1986 .

[15]  Kazuhiko Kawashima,et al.  Seismic Isolation of Highway Bridges , 2004 .

[16]  George C. Manos,et al.  Study of the behavior of steel laminated rubber bearings under prescribed loads , 2013 .

[17]  George C. Manos,et al.  A knowledge-based software for the preliminary design of seismically isolated bridges , 2012, Bulletin of Earthquake Engineering.

[18]  Kazuhiko Kawashima,et al.  DAMAGE OF BRIDGES DUE TO THE 2011 GREAT EAST JAPAN EARTHQUAKE , 2012 .