Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method based on matrix calculus and iteration developed earlier for unsymmetrical beam grids is applied to calculation of load distribution in arbitrary beam grids including T-beams with or without panel crossbeams, provided torsional rigidity exceeds 2.5; method is also applicable to skew beam systems.
Method based on matrix calculus and iteration developed earlier for unsymmetrical beam grids is applied to calculation of load distribution in arbitrary beam grids including T-beams with or without panel crossbeams, provided torsional rigidity exceeds 2.5; method is also applicable to skew beam systems.
Simplified calculation of load distribution in box-type composite-construction bridges with high torsional rigidity
Die vereinfachte Berechnung der Lastverteilung sehr drillsteifer Bruecken (Hohlkaesten)
Hass, B. (Autor:in)
Bauingenieur ; 40
1965
3 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
A Simplified Solution of the Torsional Rigidity of the Composite Beams by Using FEM
SAGE Publications | 2007
|A Simplified Solution of the Torsional Rigidity of the Composite Beams by Using FEM
Online Contents | 2007
|Rigidity of Girder Bridges with Double Composite Action
British Library Conference Proceedings | 2001
|Simplified Live Load Distribution Factor Equation for Steel Girder Bridges
British Library Online Contents | 2004
|