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AN ASYMMETRIC SIX STORIES RC FRAME CHECKING FOR ROBUSTNESS

BUCUR, Carmen

First published: 2015-06-20https://doi.org/10.5593/sgem2015/b53/s21.004View metrics

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Title
AN ASYMMETRIC SIX STORIES RC FRAME CHECKING FOR ROBUSTNESS
Authors
BUCUR, Carmen
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 15th International Multidisciplinary Scientific GeoConference SGEM2015, ECOLOGY, ECONOMICS, EDUCATION AND LEGISLATION
Publisher
Stef92 Technology
Year
2015
Pages
29-36
ISSN
1314-2704
ISBN
978-619-7105-41-4
Language
en
Publication type
Conference Paper
References22
  1. Bucur C, Ardelea A., Chivu N. – Repair and rehabilitation - Case studies -Three Building of Bucharest, Romania - IABSE Colloquium Report IABSE- nr. 2020, pp. 244-245/ ISBN 3-85748-094-8/Berlin –CD-Rom, 1998 Germany

  2. Constantin L., Enescu D. - The Vrancea earthquakes within their scientific and technical framework - Ed. of Romanian Academy, 1985

  3. Ioani A.M, Cucu H.L. – Vulnerability to Prograssive Collapse of Seismically Designed RC Framed Structures: Corner Column Case – Buletinul Institutului Poltehnic din Iai - Tomul LVI (LX), Fasc. 4, 2010 Secţia Construcții. Arhitectura ,

  4. Knoll F., Vogel Th. (2009) – Design for Robustness – Structural Engineering Documents Nr. 11, 2009 International Association for Bridge and Structural Engineering, ISBN 978-3 -85748-120-8 Zurich, 2009

  5. Kwasniewski L., Izzuddin B.A., Pereira M., Bucur C., Gizejowski M. – Modelling and analysis - COST Building European Science - Ljubljana 2009 – ACTION TU0601 & E55, ISSN 978-3-909386-29-1, Switzerland, pp.91-102

  6. Lucchini A., Monti G., Spacone E. – Asymmetric-plan Buildings: Irregularity levels and nonline ar Seismic Response - E. Cosenza (ed), Eurocode 8 Perspectives from the Italian Standpoint Workshop, 109-117, 2009 Doppiavoce, Napoli, Italy, pp 109-117, 2009

  7. Rahai A.R., Banazadeh M., Seify Asghshahr M.R. Kazem H. - Progressive Collapse Assessment of RC Structures under Instantaneous and Gradual Removal of Columns – 15 WCEE 2012, Lisbon (paper nr. 4928)

  8. Santos S.H., Zanaica L., Bucur C., Lima S.S., Arai A.– Comparative Study of Codes for t he Seismic Design of Structures - Mathematical Modelling in Civil Engineering, Vol. 9 - No. 1-2013, pp 1-15, DOI: 10.2478/mmce-2013-0001, 2013

  9. *** Seismic Design Code P100-1/2006 – Design Provisions for Buildings - Romania

  10. *** GSA - Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects - June 2003

  11. *** Tutorial Manual SAP2000-V12 International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

  12. Bucur C, Ardelea A., Chivu N. – Repair and rehabilitation - Case studies -Three Building of Bucharest, Romania - IABSE Colloquium Report IABSE- nr. 2020, pp. 244-245/ ISBN 3-85748-094-8/Berlin –CD-Rom, 1998 Germany

  13. Constantin L., Enescu D. - The Vrancea earthquakes within their scientific and technical framework - Ed. of Romanian Academy, 1985

  14. Ioani A.M, Cucu H.L. – Vulnerability to Prograssive Collapse of Seismically Designed RC Framed Structures: Corner Column Case – Buletinul Institutului Poltehnic din Iai - Tomul LVI (LX), Fasc. 4, 2010 Secţia Construcții. Arhitectura ,

  15. Knoll F., Vogel Th. (2009) – Design for Robustness – Structural Engineering Documents Nr. 11, 2009 International Association for Bridge and Structural Engineering, ISBN 978-3 -85748-120-8 Zurich, 2009

  16. Kwasniewski L., Izzuddin B.A., Pereira M., Bucur C., Gizejowski M. – Modelling and analysis - COST Building European Science - Ljubljana 2009 – ACTION TU0601 & E55, ISSN 978-3-909386-29-1, Switzerland, pp.91-102

  17. Lucchini A., Monti G., Spacone E. – Asymmetric-plan Buildings: Irregularity levels and nonline ar Seismic Response - E. Cosenza (ed), Eurocode 8 Perspectives from the Italian Standpoint Workshop, 109-117, 2009 Doppiavoce, Napoli, Italy, pp 109-117, 2009

  18. Rahai A.R., Banazadeh M., Seify Asghshahr M.R. Kazem H. - Progressive Collapse Assessment of RC Structures under Instantaneous and Gradual Removal of Columns – 15 WCEE 2012, Lisbon (paper nr. 4928)

  19. Santos S.H., Zanaica L., Bucur C., Lima S.S., Arai A.– Comparative Study of Codes for t he Seismic Design of Structures - Mathematical Modelling in Civil Engineering, Vol. 9 - No. 1-2013, pp 1-15, DOI: 10.2478/mmce-2013-0001, 2013

  20. *** Seismic Design Code P100-1/2006 – Design Provisions for Buildings - Romania

  21. *** GSA - Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects - June 2003

  22. *** Tutorial Manual SAP2000-V12 International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

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