Reinforced Concrete Buildings Following NSR-10 vs Quetame Earthquake Registered on Bogotá D.C.

A three dimensional nonlinear dynamic analysis of 6 concrete reinforced buildings of 5, 12 and 20 stories, designed according to NSR-10 and seismic response zoning for Bogotá 2010 version is presented. These 6 buildings were subjected to 78 seismic signals of the Quetame earthquake (2008) registered...

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Autores:

M Ruiz, Daniel
Jaramillo, R
Riveros, C E
Gallego Silva, Mauricio

Tipo de recurso:

Fecha de publicación:

2012

Institución:

Universidad EAFIT

Repositorio:

Repositorio EAFIT

Idioma:

spa

OAI Identifier:

oai:repository.eafit.edu.co:10784/14452

Acceso en línea:

http://hdl.handle.net/10784/14452

Palabra clave:

Nonlinear Analysis
Soil Local Effects
Seismic Response
Reinforced Concrete Buildings
Análisis No Lineal
Efectos Locales Del Suelo
Respuesta Sísmica
Edificios De Hormigón Armado

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Copyright (c) 2012 Daniel M Ruiz, R Jaramillo, C E Riveros, Mauricio Gallego Silva