Abstract
As developed during the past decades, the yield design theory provides an approach to the stability analysis of civil engineering structures under seismic conditions which has been often used, explicitly or implicitly. New results related to circular footings resting on a purely cohesive soil, taking into account the horizontal inertia forces, are presented in this paper for practical applications to the safety coefficient to be applied to the vertical load when designing seismic foundations.
| Original language | English |
|---|---|
| Pages (from-to) | 427-440 |
| Journal | Journal of Mechanics of Materials and Structures |
| Volume | 4 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - Feb 2009 |
| Externally published | Yes |
Research Keywords
- Circular footings
- External approach
- Interaction diagrams
- Seismic bearing capacity
- Tresca criterion
- Yield design
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