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THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING Cover

THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING

Modelling in Civil Environmental Engineering
Volume 9 (2013): Issue 4 (December 2013)
By: Mircea Bârnaure and  Mihai Voiculescu  
Open Access
|Dec 2013

References

  1. [1] Earthquake Engineering Research Institute (1990). Loma Prieta earthquake reconnaissance report. Earthquake Spectra Vol. 6(1)
    Search in Google Scholar
  2. [2] Earthquake Engineering Research Institute (1995). Northridge earthquake reconnaissance report. Earthquake Spectra Vol. 11(2)
    Search in Google Scholar
  3. [3] Earthquake Engineering Research Institute (1995). The Hyogo-ken Nanbu Earthquake January 17, 1995: Preliminary Reconnaissance Report. Earthquake Engineering Research Institute Report Nr. 95-04
    Search in Google Scholar
  4. [4] Earthquake Engineering Research Institute (2001). The Nisqually, Washington, Earthquake February 28, 2001: Preliminary Reconnaissance Report. Earthquake Engineering Research Institute Report Nr. 2001-01
    Search in Google Scholar
  5. [5] Earthquake Engineering Research Institute (2010). The Mw8.8 Chile Earthquake of February 27, 2010, Earthquake Engineering Research Institute Special Earthquake Report, 2010
    Search in Google Scholar
  6. [6] ST-035-2000. Specificaţie tehnică privind cerinţe şi criterii de performanţă pentru verificarea antiseismică a faţadelor cortină
    Search in Google Scholar
  7. [7] NP 102 - 2004. Normativ pentru proiectarea şi montajul pereţilor cortină pentru satisfacerea cerinţelor de calitate prevăzute de Legea nr. 10/1995
    Search in Google Scholar
  8. [8] P100-1/2006. Cod de proiectare seismică - Partea I - Prevederi de proiectare pentru clădiri
    Search in Google Scholar
  9. [9] Bouwkamp, J. G. (1960). Behaviour of window panels under in-plane forces. Structures Material Research Series, University of California, Berkeley, California
    Search in Google Scholar
  10. [10]Lim, K.Y.S., King, A.B. (1991). The Behaviour of External Glazing Systems Under Seismic In-Plane Racking. Building Research Association of New Zealand Report No. 39
    Search in Google Scholar
  11. [11]Behr,R.A, Belarbi,A. (1996). Seismic test methods for a rchitectural glazing systems. Earthquake Spectra, Vol. 1210.1193/1.1585871
    Search in Google Scholar
  12. [12] Behr,R.A. (1998) Seismic Performance of Architectural Glass in Mid-Rise Curtain Wall. Journal of Architectural Engineering, Vol. 4(3)10.1061/(ASCE)1076-0431(1998)4:3(94)
    Search in Google Scholar
  13. [13] Hutchinson, T.C., Eva, C. (2009). Experimental evaluation of the in-plane seismic behavior of store-front window systems. University of California, San Diego La Jolla
    Search in Google Scholar
  14. [14] Schüco International KG (2009). Product catalogue. www.schueco.com
    Search in Google Scholar
DOI: https://doi.org/10.2478/mmce-2013-0013 | Journal eISSN: 2784-1391
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Language: English
Page range: 1 - 8
Published on: Dec 31, 2013
Published by: Technical University of Civil Engineering of Bucharest
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
inter-storey drift,
glass stress,
gap,
remnant deformation,
in-plane deformation
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other

© 2013 Mircea Bârnaure, Mihai Voiculescu, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons License.

Volume 9 (2013): Issue 4 (December 2013)