Numerical research on glass panes acting as a shear wall

E.M.P. Huveners; H. Hofmeyer; F. Herwijnen, van; F. Soetens

Numerical research on glass panes acting as a shear wall

E.M.P. Huveners
, H. Hofmeyer
, F. Herwijnen, van
, F. Soetens

Onderzoeksoutput: Hoofdstuk in Boek/Rapport/Congresprocedure › Conferentiebijdrage › Academic › peer review

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Samenvatting

Panes in the building envelope have the possibility to stabilize buildings. To use the pane as a shear wall, the connection between the pane and the casting has to be activated. This research focuses on a system consisting of a steel frame, a single pane and one of three defined circumferentially glued joint types, namely a polyurethane joint on end, a two-sided and a one-sided epoxy joint. A numerical model has been developed and validated for a parametric research. The validated models match well against the experimentally found results. The conclusion is that the numerical models are applicable for the purpose of the non-cracking design of panes acting as a shear wall.

Originele taal-2	Engels
Titel	Challenging Glass, Conference on Architectural and Structural Applications of Glass, Delft, May 2008
Redacteuren	F. Bos, Ch. Louter, F. Veer
Plaats van productie	Amsterdam
Uitgeverij	IOS Press
Pagina's	359-368
ISBN van geprinte versie	978-1-58603-866-3
Status	Gepubliceerd - 2008
Evenement	1st Challenging Glass Conference (CGC 2008) - Technische Universiteit Delft, Delft, Nederland Duur: 22 mei 2008 → 23 mei 2008 Congresnummer: 1

Congres

Congres	1st Challenging Glass Conference (CGC 2008)
Verkorte titel	CGC
Land/Regio	Nederland
Stad	Delft
Periode	22/05/08 → 23/05/08
Ander	Challenging Glass, Conference on Architectural and Structural Applications of Glass

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title = "Numerical research on glass panes acting as a shear wall",

abstract = "Panes in the building envelope have the possibility to stabilize buildings. To use the pane as a shear wall, the connection between the pane and the casting has to be activated. This research focuses on a system consisting of a steel frame, a single pane and one of three defined circumferentially glued joint types, namely a polyurethane joint on end, a two-sided and a one-sided epoxy joint. A numerical model has been developed and validated for a parametric research. The validated models match well against the experimentally found results. The conclusion is that the numerical models are applicable for the purpose of the non-cracking design of panes acting as a shear wall.",

author = "E.M.P. Huveners and H. Hofmeyer and \{Herwijnen, van\}, F. and F. Soetens",

year = "2008",

language = "English",

isbn = "978-1-58603-866-3",

pages = "359--368",

editor = "F. Bos and Ch. Louter and F. Veer",

booktitle = "Challenging Glass, Conference on Architectural and Structural Applications of Glass, Delft, May 2008",

publisher = "IOS Press",

address = "Netherlands",

note = "1st Challenging Glass Conference (CGC 2008), CGC ; Conference date: 22-05-2008 Through 23-05-2008",

}

Huveners, EMP, Hofmeyer, H, Herwijnen, van, F & Soetens, F 2008, Numerical research on glass panes acting as a shear wall. in F Bos, C Louter & F Veer (reds.), Challenging Glass, Conference on Architectural and Structural Applications of Glass, Delft, May 2008. IOS Press, Amsterdam, blz. 359-368, 1st Challenging Glass Conference (CGC 2008), Delft, Nederland, 22/05/08.

Numerical research on glass panes acting as a shear wall. / Huveners, E.M.P.; Hofmeyer, H.; Herwijnen, van, F. et al.
Challenging Glass, Conference on Architectural and Structural Applications of Glass, Delft, May 2008. reds. / F. Bos; Ch. Louter; F. Veer. Amsterdam: IOS Press, 2008. blz. 359-368.

Onderzoeksoutput: Hoofdstuk in Boek/Rapport/Congresprocedure › Conferentiebijdrage › Academic › peer review

TY - GEN

T1 - Numerical research on glass panes acting as a shear wall

AU - Huveners, E.M.P.

AU - Hofmeyer, H.

AU - Herwijnen, van, F.

AU - Soetens, F.

N1 - Conference code: 1

PY - 2008

Y1 - 2008

N2 - Panes in the building envelope have the possibility to stabilize buildings. To use the pane as a shear wall, the connection between the pane and the casting has to be activated. This research focuses on a system consisting of a steel frame, a single pane and one of three defined circumferentially glued joint types, namely a polyurethane joint on end, a two-sided and a one-sided epoxy joint. A numerical model has been developed and validated for a parametric research. The validated models match well against the experimentally found results. The conclusion is that the numerical models are applicable for the purpose of the non-cracking design of panes acting as a shear wall.

AB - Panes in the building envelope have the possibility to stabilize buildings. To use the pane as a shear wall, the connection between the pane and the casting has to be activated. This research focuses on a system consisting of a steel frame, a single pane and one of three defined circumferentially glued joint types, namely a polyurethane joint on end, a two-sided and a one-sided epoxy joint. A numerical model has been developed and validated for a parametric research. The validated models match well against the experimentally found results. The conclusion is that the numerical models are applicable for the purpose of the non-cracking design of panes acting as a shear wall.

M3 - Conference contribution

SN - 978-1-58603-866-3

SP - 359

EP - 368

BT - Challenging Glass, Conference on Architectural and Structural Applications of Glass, Delft, May 2008

A2 - Bos, F.

A2 - Louter, Ch.

A2 - Veer, F.

PB - IOS Press

CY - Amsterdam

T2 - 1st Challenging Glass Conference (CGC 2008)

Y2 - 22 May 2008 through 23 May 2008

ER -

Numerical research on glass panes acting as a shear wall

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