The purpose of this study was to investigate the effect of key variables (the configuration of transverse reinforcement, the spacing of transverse reinforcement, the longitudinal reinforcement ratio), on the structural performance of high-strength lightweight concrete columns under monotonic eccentric loading. Using the test results, current EC2 predictions of 2nd order effects were checked in order to investigate the implication of the material properties on the design procedure.
Ductility and strength in High-Performance Lightweight Concrete Columns
GIAMMATTEO, Matteo Maurizio;GREGORI, AMEDEO;
2004-01-01
Abstract
The purpose of this study was to investigate the effect of key variables (the configuration of transverse reinforcement, the spacing of transverse reinforcement, the longitudinal reinforcement ratio), on the structural performance of high-strength lightweight concrete columns under monotonic eccentric loading. Using the test results, current EC2 predictions of 2nd order effects were checked in order to investigate the implication of the material properties on the design procedure.File in questo prodotto:
Non ci sono file associati a questo prodotto.
Pubblicazioni consigliate
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
