Bolted extended stiffened end-plate beam-to-column joints are commonly used for steel moment resisting frames in seismic areas. In the framework of European codes, EN 1993:1-8 provides the design rules and the analytical models to predict the mechanical behavior of the joints. On the other hand, EN 1998-1 specifies the required performance for seismic resistant joints. Within EQUALJOINTS project design rules have been developed and experimental tests were carried out to seismically prequalify extended stiffened end-plate joints. In this paper the proposed design rules are discussed and results of the experimental tests are described.
Experimental Tests on Extended Stiffened End-Plate Joints within Equal Joints Project / D'Aniello, Mario; Tartaglia, Roberto; Costanzo, Silvia; Campanella, Giuseppe; Landolfo, Raffaele; DE MARTINO, Attilio. - (2018), pp. 406-413. (Intervento presentato al convegno Behaviour of Steel Structures in Seismic Areas - 9th STESSA 2018 tenutosi a Christchurch (New Zealand) nel 14-17/02/2018) [10.4028/www.scientific.net/KEM.763.406].
Experimental Tests on Extended Stiffened End-Plate Joints within Equal Joints Project
D'Aniello Mario
;Tartaglia Roberto;Costanzo Silvia;Campanella Giuseppe;Landolfo Raffaele;De Martino Attilio
2018
Abstract
Bolted extended stiffened end-plate beam-to-column joints are commonly used for steel moment resisting frames in seismic areas. In the framework of European codes, EN 1993:1-8 provides the design rules and the analytical models to predict the mechanical behavior of the joints. On the other hand, EN 1998-1 specifies the required performance for seismic resistant joints. Within EQUALJOINTS project design rules have been developed and experimental tests were carried out to seismically prequalify extended stiffened end-plate joints. In this paper the proposed design rules are discussed and results of the experimental tests are described.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
