A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Nichtlinear wirksame Drehfeder-Kupplungen in Stahlrohrgeruesten
Nonlinearly acting torsion type couplings in steel tube scaffolds; elastic yielding of cross couplings in tubular scaffolds is measured and theoretically analyzed; load bearing capacity of multiple-story rigid frame is calculated, taking into consideration effect of nonlinear component of elastic yielding of couplings and eccentricity of load due to tube deformation.
Nichtlinear wirksame Drehfeder-Kupplungen in Stahlrohrgeruesten
Nonlinearly acting torsion type couplings in steel tube scaffolds; elastic yielding of cross couplings in tubular scaffolds is measured and theoretically analyzed; load bearing capacity of multiple-story rigid frame is calculated, taking into consideration effect of nonlinear component of elastic yielding of couplings and eccentricity of load due to tube deformation.
Nichtlinear wirksame Drehfeder-Kupplungen in Stahlrohrgeruesten
Nichtlinear wirksame Drehfeder-Kupplungen in Stahlrohrgeruesten
Kloeppel, K. (author) / Schubert, J. (author)
Stahlbau ; 34
1965
9 pages
Article (Journal)
English
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