Simplified non-linear seismic analysis of infilled reinforced concrete frames.
The N2 method for simplified non-linear seismic analysis has been extended in order to make it applicable to infilled reinforced concrete frames. Compared to the simple basic variant of the N2 method, two important differences apply. A multi-linear idealization of the pushover curve, which takes int...
| Publicat a: | Earthquake engineering & structural dynamics. 34, 1 (2005). |
|---|---|
| Autor principal: | |
| Format: | Article |
| Idioma: | English |
| Matèries: |