(CTA 2013) SIMULAZIONI NUMERICHE PRELIMINARI E PROGRAMMA DI PROVE SPERIMENTALI SU UNA STRUTTURA DUALE A CONTROVENTI ECCENTRICI CON LINK RIMOVIBILI —- PRE-TEST NUMERICAL SIMULATIONS AND EXPERIMENTAL PROGRAM ON A DUAL ECCENTRICALLY BRACED FRAME WITH REPLACEABLE LINKS
ABSTRACT The repair costs and downtime of a structure hit by an earthquake can be significantly reduced by adopting removable dissipative members... 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