Residual load-bearing capacity of spannglass-beams: effect of post-tensioned reinforcement

Author:

Engelmann Michael,Weller Bernhard

Publisher

Springer Science and Business Media LLC

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference22 articles.

1. Ahrens, C.G.: Katalog (2016). http://drahtseiltechnik.cgahrens.de/Kataloge-Downloads/Christian_G_Ahrens_Katalog.pdf . 18 Feb 2016

2. Bedon, C., Louter, C.: Numerical analysis of glass-FRP post-tensioned beams–review and assessment. Compos. Struct. 177, 129–140 (2017). https://doi.org/10.1016/j.compstruct.2017.06.060

3. CEN/TC 250/SC 11 prCEN/TS: Structural glass—design and construction rules. Part 1: Basis of design and material, 01 (2018) (working document)

4. Cupac, J., Martens, K., Nussbaumer, A., Belis, J., Louter, C.: Experimental investigation of multi-span post-tensioned glass beams. Glass Struct. Eng. (2017). https://doi.org/10.1007/s40940-017-0038-5

5. DIN 18008: Glass in building—design and construction rules. Parts 1–5, 2010–2013

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