Influência da rigidez de andar de pórticos de concreto reforçado com disipadores histeréticos proporcionais sobre a resposta sísmica

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Oviedo, Juan Andrés;
(2012)
  • Publisher: Fondo Editorial EIA
  • Journal: issn: 1794-1237
  • Publisher copyright policies & self-archiving
  • Subject: STORY - DRIFT DEMAND | REINFORCED CONCRETE FRAMES | DISIPADORES DE ENERGÍA | EARTHQUAKE RESISTANT DESIGN | respuesta sísmica | Engineering (General). Civil engineering (General) | Technology | pórticos de concreto reforçado | resposta sísmica | INGENIERÍA SÍSMICA | demanda de deriva de piso | INFRAESTRUCTURE AND LAND PLANNING | demanda de deriva de andar | TA1-2040 | DISEÑO SISMORESISTENTE | SEISMIC RESPONSE | story-drift demand | T | INFRAESTRUCTURA Y GESTIÓN DEL TERRITORIO | PÓRTICOS DE CONCRETO REFORZADO | REI00181 | HYSTERETIC DAMPERS | dissipadores de energia | EARTHQUAKE ENGINEERING

This paper investigates the influence of the story stiffness of reinforced concrete (R/C) frame on the seismic response of R/C buildings with proportional hysteretic dampers. For this purpose, non-linear time-history analyses were conducted on a series of multi-degree-o... View more
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