A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Calculation of composite beams under working conditions on grounds of new findings on viscoelastic behavior of concrete; by substituting realistic relations of concrete's deformation for Dischinger's differential equations, and by introducing relaxation coefficient for decrease in creep due to concrete's aging, temporal behavior of composite structure can be conveniently determined; stresses and deformations obtained by solving corresponding linear equations are smaller than those calculated by Dischinger's theory. (09501)
Calculation of composite beams under working conditions on grounds of new findings on viscoelastic behavior of concrete; by substituting realistic relations of concrete's deformation for Dischinger's differential equations, and by introducing relaxation coefficient for decrease in creep due to concrete's aging, temporal behavior of composite structure can be conveniently determined; stresses and deformations obtained by solving corresponding linear equations are smaller than those calculated by Dischinger's theory. (09501)
Zur Berechnung von Stahlverbundtraegern im Gebrauchszustand auf Grund neuerer Erkenntnisse des viskoelastischen Verhaltens des Betons
Zur Berechnung von Stahlverbundtraegern im Gebrauchszustand auf Grund neuerer Erkenntnisse des viskoelastischen Verhaltens des Betons
Trost, H. (author)
Stahlbau ; 37
1968
11 pages
Article (Journal)
German
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Die zulässige Belastung von Sand auf Grund neuerer Versuche und Erkenntnisse
| UB Braunschweig | 1964
| Springer Verlag | 1995