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Author(s):	Holst, K. H.; Passvogel, M.
Title:
Abstract:	Das Tragverhalten kastenförmiger Brückenwiderlager ist durch das Verformungsverhalten seiner Platten- und Scheibenbauteile geprägt. Rechnerische Untersuchungen ergaben, daß die Steifigkeit der Scheiben im Verhältnis zur Steifigkeit der Platten gering bleibt. Hieraus resultieren Scheibenverformungen, die das Formänderungsverhalten des Gesamttragwerks entscheidend beeinflussen. Zur Berechnung der Schnittgrössen nach der FE-Methode wurde ein hybrides Plattenelement entwickelt.
Source:	Bautechnik 66 (1989), No. 5
Page/s:	169-175
Language of Publication:	German

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