Abstract
The spatial strength of tall buildings (constructed of steel and reinforced concrete) is investigated and presented in the form of interaction surfaces. The materials are assumed to be rigid-perfectly plastic. The horizontal loads are increased monotonically up to collapse of the structure, whereas the vertical loads acting in the columns are maintained constant.
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© 1980 Springer Basel AG
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Zimmerli, B. (1980). Summary. In: Tragwiderstand von Hochhäusern. Institut für Baustatik und Konstruktion, vol 100. Birkhäuser, Basel. https://doi.org/10.1007/978-3-0348-5811-3_10
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DOI: https://doi.org/10.1007/978-3-0348-5811-3_10
Publisher Name: Birkhäuser, Basel
Print ISBN: 978-3-7643-1230-5
Online ISBN: 978-3-0348-5811-3
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