A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Zur Berechnung kreisfoermiger Fundamentplatten bei klaffender Bodenfuge
Calculation of circular foundation slabs in case of gaping bottom joint; loss of contact between foundation and part of circumference of hollow cylindrical shaft (e.g. tall chimney or tower) with OD equals 2Ra can occur when eccentricity radius r of normal load acting on shaft is large enough; for such cases, method based on Fourier theorem is suggested for calculating bending surface, stresses, and moments; results are summarized in tables and in graphs showing stress distribution in foundation slab as function of ratio r/Ra. (48537)
Zur Berechnung kreisfoermiger Fundamentplatten bei klaffender Bodenfuge
Calculation of circular foundation slabs in case of gaping bottom joint; loss of contact between foundation and part of circumference of hollow cylindrical shaft (e.g. tall chimney or tower) with OD equals 2Ra can occur when eccentricity radius r of normal load acting on shaft is large enough; for such cases, method based on Fourier theorem is suggested for calculating bending surface, stresses, and moments; results are summarized in tables and in graphs showing stress distribution in foundation slab as function of ratio r/Ra. (48537)
Zur Berechnung kreisfoermiger Fundamentplatten bei klaffender Bodenfuge
Zur Berechnung kreisfoermiger Fundamentplatten bei klaffender Bodenfuge
Shen, M.K. (author)
Bauingenieur ; 43
1968
3 pages
Article (Journal)
English
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Sonderbeton für Fundamentplatten
| Online Contents | 1995
Sonderbeton für Fundamentplatten
| IuD Bahn | 1995