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Glass canopies for the office center of the DZ Bank in Berlin
Rudolf Hess,
Glasconsult, structural engineering of glass
Glass Performance Days 2007
Conference Proceedings Book
Order hard copy of the over 250 conference papers!
Laminating
Reinforced Laminated Glass
Steffen Feirabend, Institute of Lightweight Structures and Conceptual Design (ILEK), University of Stuttgart, Germany, Werner Sobek Stuttgart, Germany
The brittleness of glass calls for innovative solutions which improve the postbreakage behavior of structural glass elements. By means of lamination combined with embedded reinforcement, it will be possible to increase the residual strength of glass in the damaged state, thus counteracting the natur...
Post-breakage behaviour of laminated glass in structural applications
Didier Delincé, Dieter Callewaert, Jan Belis, Rudy Van Impe, Laboratory for Research on Structural Models (LMO), Ghent University, Belgium
Firstly is introduced what the post-breakage behaviour of laminated safety glass is, and why it’s important to can model it for designing structural glass elements. A general description of post-breakage behaviour and the different possible mechanisms leading to failure are presented. We then focus ...
Temperature-dependent behaviour of glass/ionomer laminates:preliminary test results
Dieter Callewaert, Didier Delincé, Jan Belis, Rudy Van Impe, Laboratory for Research on Structural Models (LMO), Ghent University, Belgium
For this research, torsion tests and three-point bending tests were executed on glass/ionomer laminates under controlled temperature (5°C to 65°C) and relative humidity (50%) conditions. This article presents some preliminary test results. The torsion tests showed for instance that the torsion stiff...
146 Articles Page 1 of 10 Articles 1 - 15
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Stephen J. Bennison |
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Gérard Savineau |
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Richard Green and Stanley Yee, The Facade Group LLC & John Perry, Connell Wagner |
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Dr. Valentino Villari, Scheuten Glasgroep B.V. |
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Prof. Dr.-Ing. Bernhard Weller & Dipl.-Ing. Thorsten Weimar, Technische Universität Dresden, Institute of Building Construction |
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Fokke van Gijn, MSc. C.eng., Corsmit Consulting Engineers |
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Rodichev Yu.M., Maslov V.P., Bodunov V.E., Yevplov Yu.N. |
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Maslov V.P., V.E. Lashkarjov Institute of Semiconductor Physics of NASU & Rodichev Yu.M., G.S. Pisarenko Institute for Problems of Strength of NASU |
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Tali Mejicovsky, PE LEED AP, Associate, Façade Engineer & Neil McClelland, Principal, Façade Engineer Ove Arup & Partners |
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Prof. Ing. Maurizio Froli, Dr. Ing. Leonardo Lani Dipartimento di Ingegneria Strutturale, Università di Pisa |
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María-Jesús Lamela-Rey, Alfonso Fernández-Canteli, María-Antonia García-Prieto, Mónica García-Menéndez EPSIG. University of Oviedo, Enrique Castillo-Ron ETSICCP. University of Cantabria, Enoc Sanz-Ablanedo ESTIA. University of León |
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Johan T. Koudijs, Peter H.E. van de Leur, DGMR Bouw BV |
