A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
2nd order formulas are derived for moments and transverse forces in stiffening girders supporting continuous system of sinusoidally precurved compression bars; approximate expressions are derived for preliminary design of roof bracings.
2nd order formulas are derived for moments and transverse forces in stiffening girders supporting continuous system of sinusoidally precurved compression bars; approximate expressions are derived for preliminary design of roof bracings.
Stressing of stabilizing bracings and girders
Zur Frage der Beanspruchung von stabilisierenden Verbaenden und Traegern
Gerold, W. (author)
Stahlbau ; 32
1963
4 pages
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
| Engineering Index Backfile | 1937
Lateral–torsional buckling of I-girders with discrete torsional bracings
| Elsevier | 2009
Lateral–torsional buckling of I-girders with discrete torsional bracings
| Elsevier | 2010
Lateral–torsional buckling of I-girders with discrete torsional bracings
| Online Contents | 2010
Lateral–torsional buckling of I-girders with discrete torsional bracings
| Online Contents | 2010