A linear formulation for the ULS design of glass elements under combined loads: application to IGUs

Author:

Bedon ChiaraORCID,Amadio Claudio

Publisher

Springer Science and Business Media LLC

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference14 articles.

1. ASTM E1300–12ae1. Standard practice for determining load resistance of glass in buildings. The American Society for Testing and Materials (2012)

2. Ballarini, R., Pisano, G., Royer-Carfagni, G.: New calibration of partial material factors for the structural design of float glass. Comparison of bounded and unbounded statistics for glass strength. Constr. Build. Mater. 121, 69–80 (2016)

3. Bedon, C., Amadio, C.: Assessment of analytical formulations for the ULS resistance verification of structural glass elements accounting for the effects of different load durations. Structures 11, 218–228 (2017a)

4. Bedon, C., Amadio, C.: Comparative assessment of analytical models for the ULS resistance verification of structural glass elements under variable loads. Am. J. Eng. Appl. Sci. 10(1), 229–242 (2017b)

5. CNR-DT/210-2013. Guide for the design, construction and control of structures made of glass structural elements (in Italian, Istruzioni per la Progettazione, l’Esecuzione ed il Controllo di Costruzioni con Elementi Strutturali di Vetro). National Research Council (CNR), Rome, Italy

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