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Biegeschwingungen eines Stabes mit kleiner Vorkrummung, exzentrisch angreifender pulsierender Axiallast und statischer Querbelastung: Der n-stielige Stockwerksrahmen ist n-fach unbestimmt - 4

Berechnung von einfachen und mehrfachen Rautentragern

Beitrage zur Baustatik, Elastizitatstheorie, Stabilitatstheorie, Bodenmechanik - 6

Biegeschwingungen eines Stabes mit kleiner Vorkrummung, exzentrisch angreifender pulsierender Axiallast und statischer Querbelastung : Der n-stielige Stockwerksrahmen ist n-fach unbestimmt

Beitrage zur Baustatik, Elastizitatstheorie, Stabilitatstheorie, Bodenmechanik

Die Stabilitat des mehrfeldrigen elastisch gestutzten Stabes : Heft 1

Zur Berechnung stahlerner Brucken mit gekrummten, auf konzentrischen Kreisen liegenden Haupttragern

Zur genaueren Berechnung der Fahrbahn-Langstrager stahlerner Eisenbahnbrucken - 10

Nebeneinflusse bei der Berechnung von Hangebrucken nach der Theorie II. Ordnung. Modellversuche. Allgemeine Grundlagen und Anwendung - 5

Uber den Einflu hochfester Stahle auf Gewichtsersparnis und Bauart im Stahlbruckenbau - 7

Berechnung Von Einfachen Und Mehrfachen Rautentragern - 9

Kreuzwerke: Statik der Tragerroste und Platten

Zur genaueren Berechnung der Fahrbahn-Langstrager stahlerner Eisenbahnbrucken

Die Kipp-Stabilitat gerader Trager mit doppelt-symmetrischem I-Querschnitt: Heft 2 - 1

Die Stabilitat Des Mehrfeldrigen Elastisch Gestutzten Stabes: Heft 1 - 1

Die Kipp-Stabilitat gerader Trager mit doppelt-symmetrischem I-Querschnitt : Heft 2

Nebeneinflusse bei der Berechnung von Hangebrucken nach der Theorie II. Ordnung. Modellversuche. Allgemeine Grundlagen und Anwendung

Uber den Einfluß hochfester Stahle auf Gewichtsersparnis und Bauart im Stahlbruckenbau

Kreuzwerke : Statik der Tragerroste und Platten

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