A platform for research: civil engineering, architecture and urbanism
Analysis of stresses in Nusle arch viaduct in Prague; middle arch span 279 m., rise 4 m.; results of experiments with models.
Analysis of stresses in Nusle arch viaduct in Prague; middle arch span 279 m., rise 4 m.; results of experiments with models.
Buckling strength of continuous arch trusses
Knicksicherheit kontinuierlicher Bogentraeger
Faltus, F. (author)
Bauingenieur ; 9
1928
5 pages
12 Figs.
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
Post-Buckling Strength of Redundant Trusses
ASCE | 2021
|Engineering Index Backfile | 1920
|Engineering Index Backfile | 1941
|Timber trusses for arch centering
Engineering Index Backfile | 1954
Arch trusses for aerial circus platform
Engineering Index Backfile | 1904