Abstract of: Residual Load-bearing Capacity of Spannglass-Beams - Effect of Post-tensioned Reinforcement
Reinforcement and pre-compression of concrete beams results in a ductile response and allows for the design of structures that are more reliable and efficient. Therefore, this approach has been adapted to structural glass producing reinforced and post-tensioned glass beams. Unbonded tendons in Span...
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| Auteurs principaux: | Michael Engelmann, Bernhard Weller |
|---|---|
| Format: | article |
| Langue: | EN |
| Publié: |
Challenging Glass Conference
2018
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| Sujets: | |
| Accès en ligne: | https://doaj.org/article/b98a0670566b4b11813778d9a01984dd |
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