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Post-tensioning of glass beams: Analytical determination of
Post-tensioning of glass beams: Analytical determination of
Post-tensioning of glass beams: Analytical determination of the allowable pre-load
In this paper, failure mechanisms are identified for a post-tensioned glass beam system with a flat stainless steel tendon adhesively bonded at the bottom glass edge.
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Germany ,
Switzerland ,
Swiss ,
Technische Universit ,
Alain Nussbaumer ,
Resilient Steel Structures Laboratory Resslab ,
School Of Architecture ,
Simulia Corp ,
Young ,
Swiss National Science Foundation ,
Institute Of Building Construction ,
Jagoda Cupa ,
Christian Louter ,
Glass Structures ,
Dassault Syst ,
Building Construction ,
Steel Structures Laboratory ,
Environmental Engineering ,
Adhesives ,
Glass Interlayers ,
Aminated Glass ,
Structural Glazing ,
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Uilding Envelopes And Systems ,