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Calculation of Masonry Piers Under Eccentric Loading
Author establishes expressions for relation between maximum extreme fiber compressive stress in pier after failure in tension zone due to eccentric loading and tensile and compressive extreme fiber stresses before failure; stability of masonry pier is dependent not only on magnitude of tensile stress but on ratio of this stress to compressive.
Calculation of Masonry Piers Under Eccentric Loading
Author establishes expressions for relation between maximum extreme fiber compressive stress in pier after failure in tension zone due to eccentric loading and tensile and compressive extreme fiber stresses before failure; stability of masonry pier is dependent not only on magnitude of tensile stress but on ratio of this stress to compressive.
Calculation of Masonry Piers Under Eccentric Loading
Beitrag zur berechnung von exzentrisch beanspruchten mauerpfeilern
Gottfeldt, H. (author)
Bauingenieur ; 11
1930
2 pages
5 Figs.
Article (Journal)
German
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Stability of Masonry Piers under Their Own Weight and Eccentric Load
| British Library Online Contents | 1993
Stability of Masonry Piers under Their Own Weight and Eccentric Load
| Online Contents | 1993
| British Library Online Contents | 2016
| British Library Online Contents | 2016