Analytical and numerical assessment of the strengthening effect of structural sealant joints for the prediction of the LTB critical moment in laterally restrained glass beams-Reference-Cited by-同舟云学术

Analytical and numerical assessment of the strengthening effect of structural sealant joints for the prediction of the LTB critical moment in laterally restrained glass beams

Published:2015-07-11 Issue:6 Volume:49 Page:2471-2492
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Bedon Chiara,Amadio Claudio

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1617/s11527-015-0661-z.pdf

Reference48 articles.

1. Amadio C, Bedon C (2013) A buckling verification approach for monolithic and laminated glass elements under combined in-plane compression and bending. Eng Struct 52(6):220–229

2. Amadio C, Bedon C (2015) Design buckling curves for glass columns and beams. Struct Build, accepted for publication, in print

3. Badalassi M, Biolzi L, Royer-Carfagni G, Salvatore W (2014) Safety factors for the structural design of glass. Constr Build Mater 55:114–127

4. Bedon C, Amadio C (2014) Flexural-torsional buckling: experimental analysis of laminated glass elements. Eng Struct 73:85–99

5. Bedon C, Amadio C, Sinico A (2014) Numerical and analytical investigation on the dynamic buckling behavior of glass columns under blast. Eng Struct 79:322–340

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