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SUSTAINABLE STRUCTURES. SEISMIC TYPE LOADING BEHAVIOR OF REPAIRED REINFORCED CONCRETE HYBRID JOINT

Mircea Pastrav

First published: 2013-06-20https://doi.org/10.5593/sgem2013/bf6/s26.016View metrics

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Title
SUSTAINABLE STRUCTURES. SEISMIC TYPE LOADING BEHAVIOR OF REPAIRED REINFORCED CONCRETE HYBRID JOINT
Authors
Mircea Pastrav
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 13th SGEM GeoConference NANO, BIO AND GREEN TECHNOLOGIES FOR A SUSTAINABLE FUTURE
Publisher
Stef92 Technology
Year
2013
Pages
465 - 472 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
References20
  1. European Construction Technology Platform (ECTP): Challenging and Changing Europe’s Built Environment. A vision for a sustainable and competitive construction sector by 2030, Belgium, 2005

  2. Priestley M. J. N., Calvi G. M., Kowalsky M. J. Displacement Based Seismic Design of Structures, IUSS Press, Pavia, Italy, 2007

  3. Judi H. J., Davidson B. J., Fenwick R. C. Displacement Focused Seismic Design Methods - A Comparative Study, Proceedings of 7 th Pacific Conference on Earthquake Engineering, New Zealand, paper no 108, 2003

  4. Priestley M. J. N., Gran t D. N. T, Blandon C. A. Direct Displacement- Based Seismic Design, NZSEE Conference, New Zealand, paper no 33, 2005,

  5. Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post - Tensioned Concrete Members ACI T.1.2-03, and Commentary, USA, 2010

  6. Păstrav M. I. & Enyedi C. Advantages of Sustainable Structures Consisting of Concrete Frames with Hybrid and Non -Adherent Hybrid Joints, Constructii, Romania, vol. 13/issue 2, pp 12-15, 2012

  7. Păstrav M. I. & Enyedi C. Hybrid Moment Frame Joints Subject ed to Seismic Type Loading, Proceedings of 15 th World Conference on Earthquake Engineering, Portugal , paper no. 1343, 2012

  8. Seismic Design Code - Part I - P 100-1 & Comments (in Romanian), Romania, 2006

  9. Acceptance Criteria for Moment Frames Based o n Structural Testing ACI T1.1-01, USA, 2004

  10. Faur A., Mircea C., Păstrav M. A Modeling Technique for Precast Concrete Frames with Hybrid Connections, Acta Tech. Napocensis: Civil Eng. & Arch., vol. 55/issue 3, pp 224-233, 2012

  11. European Construction Technology Platform (ECTP): Challenging and Changing Europe’s Built Environment. A vision for a sustainable and competitive construction sector by 2030, Belgium, 2005

  12. Priestley M. J. N., Calvi G. M., Kowalsky M. J. Displacement Based Seismic Design of Structures, IUSS Press, Pavia, Italy, 2007

  13. Judi H. J., Davidson B. J., Fenwick R. C. Displacement Focused Seismic Design Methods - A Comparative Study, Proceedings of 7 th Pacific Conference on Earthquake Engineering, New Zealand, paper no 108, 2003

  14. Priestley M. J. N., Gran t D. N. T, Blandon C. A. Direct Displacement- Based Seismic Design, NZSEE Conference, New Zealand, paper no 33, 2005,

  15. Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post - Tensioned Concrete Members ACI T.1.2-03, and Commentary, USA, 2010

  16. Păstrav M. I. & Enyedi C. Advantages of Sustainable Structures Consisting of Concrete Frames with Hybrid and Non -Adherent Hybrid Joints, Constructii, Romania, vol. 13/issue 2, pp 12-15, 2012

  17. Păstrav M. I. & Enyedi C. Hybrid Moment Frame Joints Subject ed to Seismic Type Loading, Proceedings of 15 th World Conference on Earthquake Engineering, Portugal , paper no. 1343, 2012

  18. Seismic Design Code - Part I - P 100-1 & Comments (in Romanian), Romania, 2006

  19. Acceptance Criteria for Moment Frames Based o n Structural Testing ACI T1.1-01, USA, 2004

  20. Faur A., Mircea C., Păstrav M. A Modeling Technique for Precast Concrete Frames with Hybrid Connections, Acta Tech. Napocensis: Civil Eng. & Arch., vol. 55/issue 3, pp 224-233, 2012

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