Abstract
The re-evaluation of seismic capacity of interior beam-column joints was discussed. The findings of the investigations on the factors that effect the performance of interior joint under seismic loads were also presented. A database was inspected by bringing different tests from different countries together. The database consisted of interior joints which are under uniaxial and biaxial seismic loading and specimens subject to vertical and horizontal acceleration. The results show that concrete cylinder strength increased the joint shear strength, while the column axial load had no influence on the joint shear strength of cyclically loaded interior beam column connections.
| Original language | English |
|---|---|
| Pages (from-to) | 111-120 |
| Number of pages | 10 |
| Journal | Advances in Earthquake Engineering |
| Volume | 9 |
| Publication status | Published - 2001 |
| Event | Third International Conference on Earthquake Resistant Engineering Structures, ERES III - Malaga, Spain Duration: 4 Sept 2001 → 6 Sept 2001 |
