Cantilevered laminated glass balustrades: the Conjugate Beam Effective Thickness method—part II: comparison and application

Author:

Nizich Adam J.ORCID,Galuppi LauraORCID

Publisher

Springer Science and Business Media LLC

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference30 articles.

1. ASTM International. ASTM E1300: Standard practice for determining load resistance of glass in buildings (2016)

2. Baidjoe, Y., Van Lancker, B., Belis, J.: Calculation methods of glass parapets in aluminium clamping profiles. Glass Struct. Eng. 3(2), 321–334 (2018)

3. Behr, R.A., Minor, J.E., Norville, H.S.: Structural behavior of architectural laminated glass. J. Struct. Eng. 119(1), 202–222 (1993)

4. Bennison, S., Smith, C., Duser, A.: Jagota, A: Structural performance of laminated glass made with a stiff interlayer. Eng. Struct. 5, 57–65 (2002)

5. Calderone, I., Davies, P.S., Bennison, S.J., Xiaokun, H., Gang, L.: Effective laminate thickness for the design of laminated glass. In: Proceedings of Glass Performance Days, pp. 12–15, Tampere (FI) (2009)

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