Abstract
The principal parameters that control the elastic behavior of one-storey reinforced concrete building models were analyzed. Models were subjected to seismic ground motions considering the action of three recorded ground accelerations. The horizontal components were considered to act in a critical angle of incidence determined for each analyzed models. Seismic responses were obtained using a time history response analysis method.
| Original language | English |
|---|---|
| Pages (from-to) | 47-56 |
| Number of pages | 10 |
| Journal | Advances in Earthquake Engineering |
| Volume | 13 |
| State | Published - 2003 |
| Externally published | Yes |
| Event | Fourth International Conference on Earthquake Resistant Engineering Structures, ERES IV - Ancona, Italy Duration: 22 Sep 2003 → 24 Sep 2003 |