Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Transverse distribution factors of bending moments in bridges
Using theory of nonuniform torsion for long thin-walled members, calculating method for transverse distribution factors is developed for loads imposed on long bridges of doubly unsymmetric open, closed, and compound cross-section; in numerical example of composite construction bridge, method is compared with classical method for lattice frameworks and that developed by Courbon; advantages of author's method are pointed out.
Transverse distribution factors of bending moments in bridges
Using theory of nonuniform torsion for long thin-walled members, calculating method for transverse distribution factors is developed for loads imposed on long bridges of doubly unsymmetric open, closed, and compound cross-section; in numerical example of composite construction bridge, method is compared with classical method for lattice frameworks and that developed by Courbon; advantages of author's method are pointed out.
Transverse distribution factors of bending moments in bridges
Coefficient de repartition transversale dans les ponts
Dziewolski, R. (Autor:in)
1965
15 pages
Aufsatz (Zeitschrift)
Französisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Effect of arching on transverse strength and bending moments of continuous beams
Engineering Index Backfile | 1926
|Bending moments caused by subsidence of supports of continuous lattice girders in bridges
Engineering Index Backfile | 1965
|Derivation of Transverse Bending Moment Formulas for Prestressed Concrete Box Girder Bridges
British Library Conference Proceedings | 1995
|Shear-transverse Bending Interaction in the Webs of R.C./P.R.C. Box Bridges
British Library Conference Proceedings | 1999
|