(CTA 2013) RISPOSTA CICLICA DI TELAI CON CONTROVENTI CONCENTRICI E COLONNE TUBULARI IN ACCIAIO AD ALTA RESISTENZA —- CYCLIC RESPONSE OF FRAMES WITH CONCENTRIC BRACINGS AND TUBULAR HIGH STRENGTH STEEL COLUMNS
ABSTRACT The use of high strength steel tubular sections is growing interest among designers, but it is not favored by the codes.... Learn More
(CTA 2013) ANALISI NUMERICO-SPERIMENTALE DEL COMPORTAMENTO SISMICO DI GIUNTI TRAVE-COLONNA E DI BASE REALIZZATI CON COLONNE CIRCOLARI IN ACCIAIO AD ALTA RESISTENZA —- BEAM-TO-COLUMN AND COLUMN BASE JOINTS MADE OF HIGH STRENGTH STEEL CIRCULAR COLUMNS SUBJECTED TO EARTHQUAKE LOADING
ABSTRACT High Strength Steel (HSS) is becoming more common in the construction industry owing to its excellent structural properties. Circular columns are... Learn More
(CTA 2015) L’UTILIZZO DI DISPOSITIVI DI DISSIPAZIONE OLEODINAMICI PLASTICI E DI VINCOLO DINAMICO NELLA REALIZZAZIONE DI VIADOTTI CONTINUI IN STRUTTURA MISTA: CASO STUDIO – IL VIADOTTO IPPOLITO 1 —– FLUID VISCOUS DAMPERS AND SHOCK TRANSMITTERS IN THE REALIZATION OF MULTI-SPAN STEEL-CONCRETE VIADUCTS: CASE STUDY – THE IPPOLITO 1 VIADUCT
The paper discusses the methodology for the dissipation of seismic energy, designed for the construction of 5 steel-concrete viaducts in a variable-orography... Learn More
(CTA 2015) L’UTILIZZO DI DISPOSITIVI DI DISSIPAZIONE OLEODINAMICI PLASTICI E DI VINCOLO DINAMICO NELLA REALIZZAZIONE DI VIADOTTI CONTINUI IN STRUTTURA MISTA. PROGETTAZIONE, COLLAUDO E APERTURA IN ACCORDO ALLA NORMA UNI EN 15129:2009 E ALLE NORME TECNICHE “DM14.01.2008”: ASPETTI GENERALI —– FLUID VISCOUS DAMPERS AND SHOCK TRANSMITTERS IN THE REALIZATION OF MULTI-SPAN STEEL-CONCRETE VIADUCTS. DESIGN, TESTING AND COMMISSIONING ACCORDING TO THE UNI EN 15129:2009 AND ITALIAN STANDARD “DM14.01.2008”: GENERAL ASPECTS
The paper discusses the methodology for the dissipation of seismic energy, designed for the construction of 5 steel-concrete viaducts in a variable-orography... Learn More
Post-earthquake fire resistance of welded joints — Resistenza al fuoco post terremoto di giunti saldati (CM 2/2010)
This paper presents a multi-objective design methodology for dealing with seismic-induced fire on steel-concrete composite moment resisting frames whose full strength joints... Learn More
Seismic performance of joints with high strength columns — Prestazione sismica di giunti con colonne ad alta resistenza (CM 2/2012)
The paper deals with the seismic behaviour of column bases and beam-to-column joints made with high strength steel tubular columns subject to... Learn More
Post-earthquake fire resistance of bolted joints. — Resistenza al fuoco post terremoto di giunti bullonati (CM 3/2010)
This paper presents a multiple objective, advanced design methodology for moment resisting steel-concrete composite beams. The research mainly focuses on the design... Learn More