This paper aims at presenting the results of two experimental tests concerning the cyclic behav- iour of a dissipative column-to-foundation connection for precast concrete elements. The joint is character- ized by the use of high strength threaded steel bars in grouted sleeves and by steel support elements which al- low an easy assemblage and centering of the column, meanwhile ensuring its stability before the grout injection. The tests allow comparing the response of cast-in-place connections against pocket foundation and grouted sleeve solutions.
Seismic behaviour of precast column to foundation joint.
METELLI, Giovanni;
2008-01-01
Abstract
This paper aims at presenting the results of two experimental tests concerning the cyclic behav- iour of a dissipative column-to-foundation connection for precast concrete elements. The joint is character- ized by the use of high strength threaded steel bars in grouted sleeves and by steel support elements which al- low an easy assemblage and centering of the column, meanwhile ensuring its stability before the grout injection. The tests allow comparing the response of cast-in-place connections against pocket foundation and grouted sleeve solutions.File in questo prodotto:
| File | Dimensione | Formato | |
|---|---|---|---|
|
Metelli & Riva 2008_01.pdf
solo utenti autorizzati
Descrizione: Seismic behaviour of precast column to foundation joint
Tipologia:
Full Text
Licenza:
NON PUBBLICO - Accesso privato/ristretto
Dimensione
773.96 kB
Formato
Adobe PDF
|
773.96 kB | Adobe PDF | Visualizza/Apri Richiedi una copia |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
