Investigation of the effect of seismological parameters on the risk estimation of a conventional reinforced concrete frame-wall earthquake resistant building
In this paper the seismic risk of conventional seven-story reinforced-concrete frame-wall building to near-field strong ground motions records is presented. The purpose of this investigation is to establish the effect of magnitude, directivity and distance to the fault on the seismic risk of a sampl...
| Κύριος συγγραφέας: | |
|---|---|
| Άλλοι συγγραφείς: | |
| Μορφή: | masterThesis |
| Γλώσσα: | English |
| Έκδοση: |
Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών
2014
|
| Θέματα: | |
| Διαθέσιμο Online: | http://dspace.lib.ntua.gr/handle/123456789/40390 |