Abstract
The subject of this thesis is the application of the theory of plasticity to reinforced concrete in the state of plane stress. The simple load-bearing models allowed by this theory gain great importance for the increasingly used new design concept, which separates the control of the load-bearing capacity and the serviceability.
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© 1988 Springer Basel AG
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Maier, J. (1988). Summary. In: Tragfähigkeit von Stahlbetonscheiben. Institut für Baustatik und Konstruktion ETH Zürich, vol 169. Birkhäuser, Basel. https://doi.org/10.1007/978-3-0348-5211-1_8
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DOI: https://doi.org/10.1007/978-3-0348-5211-1_8
Publisher Name: Birkhäuser, Basel
Print ISBN: 978-3-7643-2292-2
Online ISBN: 978-3-0348-5211-1
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