Descripción
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Laminated glass is usually composed of two glass layers and an interlayer of polyvinyl butyral (PVB). The static behaviour of laminated glass is nowadays well understood and several design codes such as [1] are available. However, as a result of its complex nature, the dynamic response of laminated glass is an important research topic. In modern cities the number of buildings including structural glazing systems is increasing and there is clearly a need to understand the dynamic behaviour of both the whole building and that of its components. Wind loads may cause important vibrations of window panes and the maximum amplitude of these vibrations is influenced by the amount of damping of the window pane. The failure of a glass panel usually does not lead to the collapse of a building however, falling glass pieces may injure pedestrians that walk by [2]. This paper reviews the results obtained from measurements taken at different points of a window pane which is 1015 mm in length by 472 mm in width. Measurements were carried out subjecting the structure to different actions | |
Internacional
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Si |
Nombre congreso
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ELEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY |
Tipo de participación
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960 |
Lugar del congreso
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Dubrovnik, Croatia |
Revisores
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Si |
ISBN o ISSN
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1759-3433 |
DOI
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doi:10.4203/ccp.99.173 |
Fecha inicio congreso
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04/09/2012 |
Fecha fin congreso
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07/09/2012 |
Desde la página
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1 |
Hasta la página
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12 |
Título de las actas
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PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping |