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- W2532208958 abstract "In this article, an FE analysis model suitable in engineering practice for masonry bracing walls acting as deep beams without tensile strength is compared with simple models based on trusses. The results of both processes are compared through the example of a four-storey building of Poroton masonry. In diesem Beitrag wird ein für die Ingenieurpraxis geeignetes FE-Berechnungsmodell für Mauerwerksscheiben ohne Zugfestigkeit einer auf einfachen Stabwerkmodellen beruhenden Methode gegenübergestellt. Exemplarisch werden die Ergebnisse beider Verfahren anhand eines viergeschossigen Gebäudes aus Poroton-Mauerwerk verglichen." @default.
- W2532208958 created "2016-10-28" @default.
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- W2532208958 date "2016-10-01" @default.
- W2532208958 modified "2023-10-18" @default.
- W2532208958 title "Bracing systems in masonry buildings / Aussteifungssysteme im Mauerwerksbau" @default.
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- W2532208958 doi "https://doi.org/10.1002/dama.201600705" @default.
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