(CTA 2013) PROVE SPERIMENTALI SUL COMPORTAMENTO CICLICO DI COMPONENTI DISSIPATIVE OTTENUTE TRAMITE PROCEDURE ORDINARIE DI CARPENTERIA METALLICA —- EXPERIMENTAL TESTS ON THE CYCLIC RESPONSE OF COMMON STEELWORK HYSTERETIC DEVICES
ABSTRACT This paper investigates the performance of two conventional steelwork elements which can be employed as dissipative devices in Y-shaped eccentric braces... Learn More
(CTA 2013) TECNICHE DI INTERVENTO LOCALI E GLOBALI IN UNA STRATEGIA RAZIONALE PER L’ADEGUAMENTO DI STRUTTURE ESISTENTI IN C.A. —- MEMBER- AND STRUCTURE-LEVEL TECHNIQUES IN A RATIONAL STRATEGY FOR RETROFITTING EXISTING RC STRUCTURES
Seismic assessment of existing reinforced concrete (RC) structures often unveils the key weaknesses of their response under the expected seismic actions. Then,... Learn More
(CTA 2015) SULL’INFLUENZA DELLA FATICA OLIGOCICLICA DI DISPOSITIVI METALLICI PER L’ADEGUAMENTO SISMICO DI STRUTTURE IN C.A. —— ON THE INFLUENCE OF LOW-CYCLE FATIGUE AFFECTING DISSIPATIVE STEEL DEVICES IN SEISMIC RETROFITTED RC FRAMES
Although innovative highly dissipative devices are nowadays available on the market, costcompetitive solutions can be produced through conventional steelwork processes and employed... 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