Design and stability of laminated glass fins with continuous lateral silicone restraint

Author:

Green RichardORCID,Bedon ChiaraORCID,Galuppi LauraORCID

Publisher

Springer Science and Business Media LLC

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference19 articles.

1. Australian Standard AS1288: Glass in Buildings—Selection and Installation, Standards Australia GPO Box 476 Sydney, NSW, Australia (2006)

2. ANSI/AISC 360 Specification for Structural Steel Buildings. American Institute of Steel Construction

3. ASTM E1300–- Standard Practice for Determining Load Resistance of Glass in Buildings, ASTM International. West Conshohocken, PA

4. Bedon, C.: Lateral-torsional buckling (LTB) method for the design of glass fins with continuous lateral restraints at the tensioned edge. Compos. Struct. 266, 113790 (2021)

5. Bedon, C., Belis, J., Amadio, C.: Structural assessment and lateral-torsional buckling design of glass beams restrained by continuous sealant joints. Eng. Struct. 102(11), 214–229 (2015)

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