THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING
The paper proposes a numerical model to estimate the structural behaviour of a stickbuilt glazed curtain wall system subjected to an imposed displacement of the supports in the plane of the wall. We discuss the role of the parameters that influence on the maximum inter-storey drift corresponding to...
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Online Access: | https://doi.org/10.2478/mmce-2013-0013 |
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doaj-99f966aff236446ba396eb0e7aed11282021-09-06T19:22:33ZengSciendoMathematical Modelling in Civil Engineering2066-69342013-12-01941810.2478/mmce-2013-0013THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLINGBârnaure Mircea0Voiculescu Mihai1Assistant Lecturer, PhD, Technical University of Civil Engineering, Faculty of Civil, Industrial and Agricultural BuildingsProfessor, PhD, Technical University of Civil Engineering, Faculty of Civil, Industrial and Agricultural BuildingsThe paper proposes a numerical model to estimate the structural behaviour of a stickbuilt glazed curtain wall system subjected to an imposed displacement of the supports in the plane of the wall. We discuss the role of the parameters that influence on the maximum inter-storey drift corresponding to the service limit state of the wall. The considered parameters are the dimensions of the glazed panel, the gap between the panel and the aluminium frame and the gap between the supports and the mullions. We discuss the problem of remnant deformation of glazed panels, and of misalignment as serviceability criteria. Comparisons are made to laboratory testing results.https://doi.org/10.2478/mmce-2013-0013inter-storey driftglass stressgapremnant deformationin-plane deformation |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Bârnaure Mircea Voiculescu Mihai |
spellingShingle |
Bârnaure Mircea Voiculescu Mihai THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING Mathematical Modelling in Civil Engineering inter-storey drift glass stress gap remnant deformation in-plane deformation |
author_facet |
Bârnaure Mircea Voiculescu Mihai |
author_sort |
Bârnaure Mircea |
title |
THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING |
title_short |
THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING |
title_full |
THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING |
title_fullStr |
THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING |
title_full_unstemmed |
THE SEISMIC BEHAVIOUR OF CURTAIN WALLS: AN ANALYSIS BASED ON NUMERICAL MODELLING |
title_sort |
seismic behaviour of curtain walls: an analysis based on numerical modelling |
publisher |
Sciendo |
series |
Mathematical Modelling in Civil Engineering |
issn |
2066-6934 |
publishDate |
2013-12-01 |
description |
The paper proposes a numerical model to estimate the structural behaviour of a stickbuilt glazed curtain wall system subjected to an imposed displacement of the supports in the plane of the wall. We discuss the role of the parameters that influence on the maximum inter-storey drift corresponding to the service limit state of the wall. The considered parameters are the dimensions of the glazed panel, the gap between the panel and the aluminium frame and the gap between the supports and the mullions. We discuss the problem of remnant deformation of glazed panels, and of misalignment as serviceability criteria. Comparisons are made to laboratory testing results. |
topic |
inter-storey drift glass stress gap remnant deformation in-plane deformation |
url |
https://doi.org/10.2478/mmce-2013-0013 |
work_keys_str_mv |
AT barnauremircea theseismicbehaviourofcurtainwallsananalysisbasedonnumericalmodelling AT voiculescumihai theseismicbehaviourofcurtainwallsananalysisbasedonnumericalmodelling AT barnauremircea seismicbehaviourofcurtainwallsananalysisbasedonnumericalmodelling AT voiculescumihai seismicbehaviourofcurtainwallsananalysisbasedonnumericalmodelling |
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1717771831615684608 |