(CTA 2013) MODELLI ANALITICI PER PANNELLI METALLICI A TAGLIO —- ANALITICAL MODELS FOR METAL SHEAR PANELS
ABSTRACT In this paper analytical models able to reproduce the behaviour of metal shear panels in both cases of pinched and not... Learn More
(CTA 2013) RISPOSTA SISMICA DI TELAI IN ACCAIO CON DISPOSITIVI ISTERETICI CARATTERIZZATI DA CICLI DEGRADATI —- SEISMIC RESPONSE OF STEEL MRFS WITH SPECIAL DEVICES CHARACTERIZED BY PINCHING AFFECTED HYSTERETIC CYCLES
ABSTRACT The paper analyzes the structural performance of steel frames equipped with metal dampers characterized by hysteretic cycles which are differently affected... Learn More
(CTA 2013) SULLA LARGHEZZA EFFICACE DI COLLEGAMENTI T-STUB METALLICI CON FLANGE SPESSE —- ON THE EFFECTIVE LENGTH OF METAL T-STUB CONNECTIONS WITH THICK FLANGES
ABSTRACT Previous numerical studies carried out on aluminium T-stub connections showed that Eurocode formulation overestimates strength when thick flanges and large bolt... Learn More
(CTA 2013) VALUTAZIONE DELLA RESISTENZA A TRAZIONE DELL’ANIMA DELLA COLONNA NEI GIUNTI DI ALLUMINIO —- STRENGTH EVALUATION OF COLUMN WEB IN TENSION IN ALUMINIUM JOINTS
ABSTRACT On the basis of FE numerical models, the current paper aims at developing suitable formulations for predicting the strength of the... Learn More
(CTA 2015) ADEGUAMENTO SISMICO DI EDIFICI PUBBLICI: UN CASO STUDIO CON APPLICAZIONE DI CONTROVENTI METALLICI —– SEISMIC RETROFITTING OF PUBLIC BUILDINGS: A CASE STUDY BASED ON THE APPLICATION OF STEEL BRACINGS
This paper focuses on the seismic retrofitting of r.c. buildings with steel bracings by the analysis of a case study. The original... Learn More
(CTA 2015) ABACHI DI PROGETTO DI GIUNTI TRAVE-COLONNA D’ACCIAIO: PARTE II – VALIDAZIONE DELLA PROCEDURA AUTOMATICA ED ANALISI PARAMETRICA —– DESIGN CHARTS FOR STEEL BEAM-TO-COLUMN JOINTS: PART II – VALIDATION OF THE AUTOMATIC PROCEDURE AND PARAMETRIC ANALYSIS
This paper provides the main outcomes of a parametric analysis developed with the aim of defining design charts to be used for... Learn More
(CTA 2015) ABACHI DI PROGETTO DI GIUNTI TRAVE-COLONNA D’ACCIAIO: PARTE I – UN’AUTOMATIZZAZIONE DEL METODO DELLE COMPONENTI —– DESIGN CHARTS FOR STEEL BEAM-TO-COLUMN JOINTS: PART I – COMPONENT METHOD COMPUTARIZATION
The components method, provided by Eurocode 3 (EC3) for the evaluation of both strength and stiffness of steel beam-to-column joints is considered,... Learn More
(CTA 2015) LASTRE FORATE A TAGLIO DI ACCIAIO PER LA PROTEZIONE SISMICA DI EDIFICI —– STEEL PERFORATED SHEAR PLATES FOR SEISMIC PROTECTION OF BUILDINGS
This paper reports the main achievements obtained downstream of a wide experimental and numerical activity aimed at investigating the hysteretic performance of... Learn More
Seismic performance of frames equipped with hysteretic devices or viscous dampers — Prestazione sismica di telai in acciaio protetti mediante dispositivi isteretici e viscosi (CM 5/2012)
The proposed study concerns the improvement of the structural performance of steel frames equipped with dissipative systems based on hysteretic devices or... Learn More