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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. (Autor:in)
Bauingenieur ; 17
1936
5 pages
Aufsatz (Zeitschrift)
Deutsch
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