A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theoretical mathematical analysis of stresses of suspension bridges with inflexible connection of towers and central suspenders resulting in greater stiffness of structure; comparative study of influence lines for various designs.
Theoretical mathematical analysis of stresses of suspension bridges with inflexible connection of towers and central suspenders resulting in greater stiffness of structure; comparative study of influence lines for various designs.
Haengebruecken mit biegungsfesten Pylonen
Haengebruecken mit biegungsfesten Pylonen
Kohl, E. (author)
Bauingenieur ; 17
1936
5 pages
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.