Seismic Fragility Assessment of RC Columns Exposed to the Freeze-Thaw Damage
Freeze–thaw damage is one of the primary causes deteriorating the seismic resistance of reinforced concrete (RC) structures. This paper proposed a freeze–thaw damage deterioration model for C30 concrete, and it can be employed to study the time-varying seismic performance of aging RC columns. Next,...
Αποθηκεύτηκε σε:
| Κύριοι συγγραφείς: | , , , , , |
|---|---|
| Μορφή: | Artigo |
| Γλώσσα: | Inglês |
| Έκδοση: |
MDPI AG
2023-01-01
|
| Σειρά: | Buildings |
| Θέματα: | |
| Διαθέσιμο Online: | https://www.mdpi.com/2075-5309/13/1/126 |
| Ετικέτες: |
Δεν υπάρχουν, Καταχωρήστε ετικέτα πρώτοι!
|