(CTA 2013) IL PONTE “GRAVINA” SULLA BRADANICA: DAL PROGETTO ALLA REALIZZAZIONE —- THE “GRAVINA” BRIDGE ON THE BRADANICA ROADWAY: FROM DESIGN TO CONSTRUCTION
ABSTRACT In this paper the evolution of the design process of the Gravina bridge over the road S.S. 655 “Bradanica” under the... Learn More
(CTA 2013) RISPOSTA SISMICA DI STRUTTURE A CONTROVENTI ECCENTRICI PROGETTATI CON ACCIAI AD ALTA RESISTENZA —- SEISMIC RESPONSE OF ECCENTRIC BRACED FRAMES SYSTEM DESIGNED WITH HIGH STRENGTH STEEL
ABSTRACT According to capacity design principles the non-dissipative zones should behave elastically. This implies that these elements are subjected to high strength... Learn More
(CTA 2013) RISPOSTA SISMICA DELLE STRUTTURE DI ACCIAIO CON CONTROVENTI CONCETRICI A V ROVESCIA: L’INFLUENZA DELLA RIGIDEZZA FLESSIONALE DELLA TRAVE —- SEISMIC RESPONSE OF STEEL INVERTED V CONCENTRIC BRACED FRAMES: THE INFLUENCE OF BEAM FLEXURAL STIFFNESS
ABSTRACT The seismic response of inverted V concentric bracing is significantly influenced by the flexural behaviour of the steel beam. The capacity... Learn More
(CTA 2015) PROVE SPERIMENTALI SULL’INFLUENZA DELLA LUNGHEZZA DI ANCORAGGIO PER GIUNTI TRA PIATTI DI ACCIAIO COLLEGATI CON INCOLLAGGIO DI C-FRP —– EXPERIMENTAL TESTS ON THE INFLUENCE OF BONDING LENGTH FOR STEEL PLATE-TO-PLATE SPLICES CONNECTED WITH EXTERNALLY BONDED C-FRPS
Historic metal structures are an important part of the architectural and cultural heritage that needs to be preserved. The majority of historic... Learn More
(CTA 2015) LA RIGIDEZZA FLESSIONALE DELLA TRAVE NELLA RISPOSTA SISMICA DI CONTROVENTI CONCENTRICI A V ROVESCIA —– THE FLEXURAL STIFFNESS OF THE BEAM ON SEISMIC RESPONSE OF CHEVRON CONCENTRIC BRACINGS
The seismic response of steel chevron concentric bracings is significantly influenced by the flexural behaviour of the brace-intercepted beam. In order to... Learn More
(CTA 2015) ANALISI PARAMETRICA SULLA RISPOSTA SISMICA DI NODI BULLONATI CON PIATTO D’ESTREMITÀ ED IRRIGIDIMENTI —– PARAMETRIC ANALYSIS ON THE SEISMIC RESPONSE OF BOLTED EXTENDED STIFFENED END-PLATE JOINTS
Bolted extended stiffened end-plate beam-to-column joints are widely used in moment resisting steel structures. The characterization of both strength and ductility of... Learn More
Cyclic behaviour of steel beam-to-column ioints experimental research — Indagine sperimentale sul comportamento ciclico di nodi trave-colonna in acciaio (CM 2/1987)
This paper presents the results of a test programme on the behaviour of steel beam-to-column joints subjected to alterna-ting loads. For each... Learn More
Steel buckling restrained braces (BRBs) for the retrofitting of existing reinforced concrete structures — I controventi ad instabilità impedita per il consolidamento di edifici in c.a. (CM 4/2011)
Evaluating the seismic capacities of existing reinforced concrete structures and selecting/designing retrofit solutions are important topics in engineering practice and research. Of... Learn More