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A platform for research: civil engineering, architecture and urbanism
Method proposed permits more accurate determination of forces and moments and more economical dimensioning of structure than presently used analysis of buckling resistance; applicable to laterally displaceable rectangular frames with vertical and horizontal members; influence of structural inaccuracies, deformations due to concrete creep, and biaxial bending are considered; accuracy and limitations of this approximate method are discussed in example of portal frame.
Method proposed permits more accurate determination of forces and moments and more economical dimensioning of structure than presently used analysis of buckling resistance; applicable to laterally displaceable rectangular frames with vertical and horizontal members; influence of structural inaccuracies, deformations due to concrete creep, and biaxial bending are considered; accuracy and limitations of this approximate method are discussed in example of portal frame.
Simplified analysis of reinforced concrete frameworks according to second order theory
Vereinfachte Berechnung von Rahmensystemen des Stahlbetonbaus nach der Theorie 2, Ordnung
Frey, T. (author)
Bauingenieur ; 41
1966
8 pages
Article (Journal)
German
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Simplified reinforced Concrete
| TIBKAT | 1986
Reinforced-concrete frameworks
| Engineering Index Backfile | 1930