Abstract
The base of a plinth is traditionally shaped in the form of an inverted mushroom whose stalk (the pillar) transmits a vertical axial load to the hood (the platform) which rests on the ground and distributes the load. Insertion of a stone cushion at the base of columns in monumental buildings is a device that, although practised for many centuries, lacks sound theoretical understanding of the relative dimensions to be employed. A simple method is here proposed to determine the shape of a platform's central cross-section. Our approach replaces the pillar by a long wall and then adapts a plane elastic solution due to Neuber (1985, Section 4.10).
| Original language | English |
|---|---|
| Pages (from-to) | 24-29 |
| Number of pages | 6 |
| Journal | International Journal of Engineering Science |
| Volume | 77 |
| DOIs | |
| Publication status | Published - 1 Apr 2014 |
Keywords
- Optimisation
- Plane elasticity
- Plinth
ASJC Scopus subject areas
- General Engineering