More reliable assessment procedures of existing RC buildings are currently available, and have been introduced in the Italian and European codes reporting new rules for seismic design and analysis. However, further studies are necessary in order to upgrade such procedures and, specifically, to test the effectiveness of the capacity evaluation methods relevant to beam-column joints. To this purpose, a literature review on the subject and a wide experimental program on exterior beam-column joint specimens were carried out in the framework of the DPC-ReLUIS Project (Research Line 2, Task NODI). Some results are reported in the present paper to highlighting the role of the key behavioural parameters of RC beam-column joints, thus giving useful suggestions on the reliability of current code expressions and on possible improvements.

Capacity models of beam-column joints: provisions of European and Italian seismic codes and possible improvements

MASI, Angelo;SANTARSIERO, GIUSEPPE;
2009-01-01

Abstract

More reliable assessment procedures of existing RC buildings are currently available, and have been introduced in the Italian and European codes reporting new rules for seismic design and analysis. However, further studies are necessary in order to upgrade such procedures and, specifically, to test the effectiveness of the capacity evaluation methods relevant to beam-column joints. To this purpose, a literature review on the subject and a wide experimental program on exterior beam-column joint specimens were carried out in the framework of the DPC-ReLUIS Project (Research Line 2, Task NODI). Some results are reported in the present paper to highlighting the role of the key behavioural parameters of RC beam-column joints, thus giving useful suggestions on the reliability of current code expressions and on possible improvements.
2009
9788876991295
File in questo prodotto:
Non ci sono file associati a questo prodotto.

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11563/21911
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus ND
  • ???jsp.display-item.citation.isi??? ND
social impact