The objective of this paper is the application of the plastic collapse mechanism for the interpretation of the behaviour of beam-to-column joints. The tests were performed adopting different cyclic loading histories with variable amplitude with the aim of evaluating the effect of the loading sequence on the response of the connections. Good agreement was found between experimental and theoretical results in terms of dissipated energy.
Energy dissipation of welded beam-to-column joints: experimental and theoretical results
CASTIGLIONI, CARLO ANDREA;CRESPI, ALBERTO;
2004-01-01
Abstract
The objective of this paper is the application of the plastic collapse mechanism for the interpretation of the behaviour of beam-to-column joints. The tests were performed adopting different cyclic loading histories with variable amplitude with the aim of evaluating the effect of the loading sequence on the response of the connections. Good agreement was found between experimental and theoretical results in terms of dissipated energy.File in questo prodotto:
File | Dimensione | Formato | |
---|---|---|---|
CostruzioniMetalliche_CC_AC_GT.pdf
Accesso riservato
:
Post-Print (DRAFT o Author’s Accepted Manuscript-AAM)
Dimensione
1.16 MB
Formato
Adobe PDF
|
1.16 MB | Adobe PDF | Visualizza/Apri |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.