A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stability of torsionally rigid framework web members, particularly round steel bars
By considering truss web members as chord-hinged, equations are derived describing buckling conditions of various web member systems, and solved using tables for calculation of buckling published by German Steel Construction Assn; diagrams show collapsing lengths of round steel web member systems depending upon type of joint, angle of inclination, and tension-to-compression stress ratio.
Stability of torsionally rigid framework web members, particularly round steel bars
By considering truss web members as chord-hinged, equations are derived describing buckling conditions of various web member systems, and solved using tables for calculation of buckling published by German Steel Construction Assn; diagrams show collapsing lengths of round steel web member systems depending upon type of joint, angle of inclination, and tension-to-compression stress ratio.
Stability of torsionally rigid framework web members, particularly round steel bars
Zur Stabilitaet von torsionssteifen Fachwerkfuellstaeben, insbesondere aus Rundstahl
Resinger, F. (author)
Stahlbau ; 32
1963
5 pages
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
Fire buckling curves for torsionally sensitive steel members subjected to axial compression
| Emerald Group Publishing | 2021
Torsionally Loaded Circular Concrete Members Confined with Spirals
| Online Contents | 2011
Torsion of cross beam in torsionally rigid beam grillage
| Engineering Index Backfile | 1963
Contribution to stability analysis of compression members with flexurally rigid cross-bars
| Engineering Index Backfile | 1967