(CTA 2013) NUOVI PROGRESSI NELLA TEORIA DEL CONTROLLO DEL MECCANISMO PLASTICO: SOLUZIONE IN FORMA CHIUSA —- NEW ADVANCES IN THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION
ABSTRACT New advances in the application of theory of plastic mechanism control are presented in this paper. The theory of plastic mechanism... Learn More
(CTA 2013) SEISMIC ANALYSIS AND RESPONSE OF MRF-CBF DUAL SYSTEMS: COMPARISON AMONG DIFFERENT DESIGN SOLUTIONS —- ANALISI E RISPOSTA SISMICA DI SISTEMI ACCOPPIATI TELAIO–CONTROVENTO CONCENTRICO: CONFRONTO TRA DIFFERENTI SOLUZIONI DI PROGETTO
ABSTRACT In this paper, a recently proposed design methodology for structural systems combined by moment resisting frames and concentrically braced frames (MRF-CBF... Learn More
(CTA 2013) CONTROLLO DEL MECCANISMO DI COLLASSO PER TELAI CONTROVENTATI MUNITI DI DISSIPATORI AD ATTRITO —- PLASTIC MECHANISM CONTROL FOR BRACED FRAMES EQUIPPED WITH FRICTION DAMPERS
In this paper an innovative approach for the seismic design of braced frames equipped with friction dampers is presented. The investigated structural... Learn More
(CTA 2015) INFLUENZA DEL COMPORTAMENTO CICLICO DEI COLLEGAMENTI TRAVE-COLONNA SULLA RISPOSTA SISMICA DI TELAI IN ACCIAIO REGOLARI —— INFLUENCE OF THE CYCLIC BEHAVIOUR OF BEAM-TO-COLUMN CONNECTION ON THE SEISMIC RESPONSE OF REGULAR STEEL FRAMES
The work presented is aimed at the investigation of the influence of beam-to-column connection typologies on the seismic response of regular and... Learn More
(CTA 2015) PROGETTAZIONE SISMICA DI STRUTTURE CON CONTROVENTI AD INSTABILITÀ IMPEDITA —– SEISMIC DESIGN OF BUCKLING RESTRAINED BRACED FRAMES
In this paper the authors suggest a procedure for the seismic design of buckling restrained braced frames , with the intent to... Learn More
(CTA 2015) ANALISI PRELIMINARE DELL’INFLUENZA DELLA CONFIGURAZIONE NELLE PERFORMANCE SISMICHE DEI SISTEMI ACCOPPIATI CON CONTROVENTI ECCENTRICI PROGETTATI MEDIANTE LA TPMC —– PRELIMINARY ANALYSIS ON THE INFLUENCE OF THE LINK CONFIGURATION ON SEISMIC PERFORMANCES OF MRF-EBF DUAL SYSTEMS DESIGNED BY TPMC
The work is devoted to the evaluation of the influence of link configuration on seismic performances of Moment Resisting Frames-Eccentrically Braced Frames... Learn More
(CTA 2015) IL TEOREMA SUL CONTROLLO DEL MECCANISMO PLASTICO —– THE THEOREM ON PLASTIC MECHANISM CONTROL
In the present paper, within the framework of rigid-plastic analysis, the extension of the kinematic theorem of plastic collapse to the concept... Learn More
(CTA 2015) COLLEGAMENTI FLANGIATI TRAVE – COLONNA: PROGETTAZIONE A COMPLETO RIPRISTINO DI RESISTENZA E DUTTILITÀ —– EXTENDED ENDPLATE BEAM-TO-COLUMN CONNECTIONS: FULL STRENGTH AND FULL DUCTILITY DESIGN
The analysis and modelling of the ultimate behaviour of the beam to column connections is certainly one of the most studied topics... Learn More
SMART CONNECTIONS FOR SEISMIC-RESISTANT FRAMES: a brief overview — COLLEGAMENTI “SMART” PER TELAI SISMO-RESISTENTI: una breve panoramica (CM 3/2018)
Recent experimental research on beam-to-column connections for seismic-resistant steel structures is more and more focusing on smart connections with the aim of... Learn More
Prospects for the use of connections fitted with friction energy dissipators in the design of earthquake resistant structures — Prospettive di impiego di collegamenti equipaggiati con dissipatori ad attrito nella progettazione delle strutture sismo-resistenti (CM 3/2015)
This paper presents an innovative design strategy for steel earthquake resistant systems aimed at totally eliminating damage to the structural membranes even... Learn More
Advances in theory of plastic mechanism control: Closed form solution for MR-FRAMES — Progressi della teoria del controllo del meccanismo plastico: soluzione in forma chiusa per telai sismo-resistenti (CM 2/2015)
This paper presents a new closed form solution for the Theory of Plastic Mechanism Control (TPMC), to enable solutions to be obtained... Learn More
La ricerca sulle costruzioni in acciaio in Italia: riflessioni (CM 6/2014)
La presente memoria riporta quasi integralmente i contenuti della Relazione Generale sulla Ricerca tenuta dallo scrivente in occasione del XXIV Congresso C.T.A.,... Learn More
FEM simulation of aluminium box members subjected to local buckling — Modellazione FEM di profili scatolari in alluminio soggetti ad instabilità locale (CM 1/2008)
With a view to investigation the ultimate resistance and plastic deformation capacity of square hollow section (SHS) and rectangular hollow section (RHS)... Learn More