Auswirkungen aus dem neuen Verkehrslastmodell nach DIN EN 1991-2/NA bei Betonbrücken
| Author(s): |
Reinhard Maurer
Andreas Arnold Matthias Müller |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Beton- und Stahlbetonbau, November 2011, n. 11, v. 106 |
| Page(s): | 747-759 |
| DOI: | 10.1002/best.201100052 |
| Abstract: |
Effects from the new load-model according to DIN EN 1991-2/NA on the design of concrete bridgesGerman concrete bridges are currently designed and detailed on the basis of DIN-Fachbericht 101 "actions on bridges" and DIN-Fachbericht 102 "concrete bridges". In near future concrete bridges will be designed and detailed according to the European EN standards. At the same time a new load model with increased traffic loads according to DIN EN 1991-2/NA will be used. In the following the influences from the new load model on the design of concrete bridges are demonstrated. |
| Keywords: |
bridges Eurocode comparative calculations standards design resistance shear force DIN-Fachbericht traffic loads EC prestressing National Annex serviceability crack widths single-span beam load model fatigue ver traffic load model carriageway slab continuous beams link minimum reinforcement
|
| Available from: | Refer to publisher |
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data sheet - Reference-ID
10067163 - Published on:
05/09/2012 - Last updated on:
13/08/2014
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