2016
DOI: 10.1002/bate.201600018
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Normenbezogene Schadenserwartung von Stahlbetonrahmensystemen in Schwach‐ und Starkbebengebieten

Abstract: Auf der Grundlage empirisch abgeleiteter Schadensgrade wird das Gebäudeverhalten von bestandsrepräsentativen Stahlbetonrahmentragwerken in gering‐, mittel‐ und hochseismischen Gebieten beurteilt und der Einfluss der untergrundspezifischen Bodenbewegung auf den prognostizierten Schadensgrad bestimmt. Die Schadensbeschreibung erfolgt elementbezogen und wird aus dem Verformungszustand (Damage State) des Querschnitts abgeleitet. In Anlehnung an die EMS‐98 werden diese Schäden als lokale Schadensgrade (LDG) definie… Show more

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Cited by 3 publications
(12 citation statements)
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“…According to [33], the material strains in definite damage patterns are used for the definition of a local damage grade. For this purpose, the relationship of local damage grade to the deformation state for reinforced concrete is illustrated for the (primary) structural elements.…”
Section: Damage Grades For Analytical Investigations 41 Local Damagementioning
confidence: 99%
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“…According to [33], the material strains in definite damage patterns are used for the definition of a local damage grade. For this purpose, the relationship of local damage grade to the deformation state for reinforced concrete is illustrated for the (primary) structural elements.…”
Section: Damage Grades For Analytical Investigations 41 Local Damagementioning
confidence: 99%
“…According to the concept in [33,34], damage is described related to elements defined at fibre grade) and derived from the deformation state of the cross-section. According to the concept in [33,34], damage is described related to elements defined at fibre grade) and derived from the deformation state of the cross-section.…”
Section: Damage Grades For Analytical Investigations 41 Local Damagementioning
confidence: 99%
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