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ESTABLISHING THE PERFORMANCE LEVEL OF A REINFORCED CONCRETE BRIDGE UNDER SEISMIC LOADS

RACANEL, IONUT RADU

First published: 2016-06-28https://doi.org/10.5593/sgem2016/b13/s05.060View metrics

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Title
ESTABLISHING THE PERFORMANCE LEVEL OF A REINFORCED CONCRETE BRIDGE UNDER SEISMIC LOADS
Authors
RACANEL, IONUT RADU
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 16th International Multidisciplinary Scientific GeoConference SGEM2016, Science and Technologies in Geology, Exploration and Mining
Publisher
Stef92 Technology
Year
2016
Pages
475-482
ISSN
1314-2704
ISBN
978-619-7105-57-5
Language
en
Publication type
Conference Paper
References14
  1. Vamvatsikos D. , Cornell C . A. , Incremental Dynamic Analysis, Earthquake Engineering Structural Dynamics, John Wiley&Sons Ltd., U.S.A., 2002;

  2. Nicknam A. , Ahmadi H. R. , Mahdavi N., A comparative study of the traditional performance and the incremental dynamic analysis approaches (IDA) , The 14-th world conference on earthquake engineering, October 12-17, Beijing, China, 2008;

  3. Mander J.B. , Dhakal R . P. , Mashiko N., Incremental dynamic analysis applied to seismic risk assessment of bridges , Engineering Structures, Volume 29, Issue 10, U.S.A., pp 2662-2672, 2010;

  4. Fierbinţeanu et all., Standard for antiseismic design of road bridges, railway bridges and overpasses in reinforced and prestressed concrete, România, 1997;

  5. F.E.M.A., Prestandard and commentary for the seismic rehabilitation of buildings, FEMA 356, U.S.A., 2000

  6. Gioncu V., Mazzolani F.M., Ductility of Seismic Resistant Steel Structures, New York: Spon Press, U.S.A., 2002

  7. Popa et all., Seismic design code. Part 1 – Design rules for buildings, România, 2006; 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org

  8. Vamvatsikos D. , Cornell C . A. , Incremental Dynamic Analysis, Earthquake Engineering Structural Dynamics, John Wiley&Sons Ltd., U.S.A., 2002;

  9. Nicknam A. , Ahmadi H. R. , Mahdavi N., A comparative study of the traditional performance and the incremental dynamic analysis approaches (IDA) , The 14-th world conference on earthquake engineering, October 12-17, Beijing, China, 2008;

  10. Mander J.B. , Dhakal R . P. , Mashiko N., Incremental dynamic analysis applied to seismic risk assessment of bridges , Engineering Structures, Volume 29, Issue 10, U.S.A., pp 2662-2672, 2010;

  11. Fierbinţeanu et all., Standard for antiseismic design of road bridges, railway bridges and overpasses in reinforced and prestressed concrete, România, 1997;

  12. F.E.M.A., Prestandard and commentary for the seismic rehabilitation of buildings, FEMA 356, U.S.A., 2000

  13. Gioncu V., Mazzolani F.M., Ductility of Seismic Resistant Steel Structures, New York: Spon Press, U.S.A., 2002

  14. Popa et all., Seismic design code. Part 1 – Design rules for buildings, România, 2006; 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org

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