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Die statische Analyse des Lastflusses mittels 3D‐Gebäudemodellen ist in der Praxis weit verbreitet – aber nicht unumstritten. Üblicherweise werden linear elastische Berechnungsmodelle aufgebaut, die aber mitunter deutlich andere Ergebnisse als eine konventionelle Berechnung mit extrahierten 2D‐Teilmodellen liefern. Diese Unterschiede wurden in einem vorangegangenen Beitrag der Autoren behandelt. Der...
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