Abstract
This Paper addresses the problem of reinforced concrete corner joints under closing loading, and it proposes a new reinforcement arrangement. The proposed solution has been examined experimentally and proved to be efficient. The results obtained from the laboratory-based investigation indicate that the proposed solution could also be applicable to earthquake-resistant structures.
| Original language | English |
|---|---|
| Pages (from-to) | 43-48 |
| Number of pages | 6 |
| Journal | Proceedings of the ICE - Structures and Buildings |
| Volume | 99 |
| Issue number | 1 |
| Publication status | Published - Feb 1993 |