A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Masonry piers under uniformly distributed lateral loads
An analysis of the load carrying capacity of a transversely loaded column of no-tension material is presented. Extending the basic assumptions materials with small tensile strength are also included. The transverse load is uniformly distributed while the axial loads at the two ends are applied with varying, not necessarily identical, eccentricities. A comparison is made with columns of conventional tensile strength.
Masonry piers under uniformly distributed lateral loads
An analysis of the load carrying capacity of a transversely loaded column of no-tension material is presented. Extending the basic assumptions materials with small tensile strength are also included. The transverse load is uniformly distributed while the axial loads at the two ends are applied with varying, not necessarily identical, eccentricities. A comparison is made with columns of conventional tensile strength.
Masonry piers under uniformly distributed lateral loads
Mauerwerkpfeiler, die einer gleichmaessig verteilten Seitenlast ausgesetzt sind
Frisch-Fay, R. (author)
1977
8 Seiten, 5 Bilder, 11 Quellen
Conference paper
English
BAUSTATIK , MAUERWERK , BAUTECHNIK , HOCHBAU , PFEILER , LAST (MECHANISCH) , SEITENKRAFT
Masonry Piers, Walls, and Towers under Vertical Loads
| Springer Verlag | 2013
Lateral loads on piles and piers
| British Library Conference Proceedings | 2001
Reinforced masonry concrete block walls under combined axial and uniformly distributed lateral load
| British Library Conference Proceedings | 2004
Behavior of Segmental Precast Posttensioned Bridge Piers under Lateral Loads
| British Library Online Contents | 2012