INFLUENCE OF THE STORY STIFFNESS OF REINFORCED CONCRETE FRAME WITH PROPORTIONAL HYSTERETIC DAMPERS ON THE SEISMIC RESPONSE (INFLUENCIA DE LA RIGIDEZ DE PISO DE PÓRTICOS DE CONCRETO REFORZADO CON DISIPADORES HISTERÉTICOS PROPORCIONALES SOBRE LA RESPUESTA

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-of-freedom system models that i...

Full description

Autores:

Oviedo, Juan Andrés

Tipo de recurso:

Article of journal

Fecha de publicación:

2013

Institución:

Universidad EIA .

Repositorio:

Repositorio EIA .

Idioma:

spa

OAI Identifier:

oai:repository.eia.edu.co:11190/4828

Acceso en línea:

https://repository.eia.edu.co/handle/11190/4828
https://revistas.eia.edu.co/index.php/reveia/article/view/455

Palabra clave:

hysteretic dampers
reinforced concrete frames
seismic response
story-drift demand. Palabras claves
disipadores de energía
pórticos de concreto reforzado
respuesta sísmica
demanda de deriva de piso.

Rights

openAccess

License

Revista EIA - 2013