DAMAGE POTENTIAL OF EARTHQUAKE GROUND MOTIONS RECORDED IN SOUTHERN CENTRAL AMERICA

A total of 18 different components of earthquake ground motion recorded in Central America were selected to conduct an evaluation oftheir damage potential. Emphasis was placed in ground motions recorded during recent seismic activity in Costa Rica. For the purpose of comparison, five records obtaine...

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Main Authors: Guillermo Santana Barboza, Amador Terán Gilmore
Format: Article
Language:English
Published: Universidad de Costa Rica 2013-02-01
Series:Ingeniería
Subjects:
Online Access:https://revistas.ucr.ac.cr/index.php/ingenieria/article/view/7918
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spelling doaj-029d4fa1e0a24a2cbb9c1ae2b15dfd0d2020-11-25T03:41:06ZengUniversidad de Costa RicaIngeniería1409-24412215-26522013-02-014210.15517/ring.v4i2.7918DAMAGE POTENTIAL OF EARTHQUAKE GROUND MOTIONS RECORDED IN SOUTHERN CENTRAL AMERICAGuillermo Santana Barboza0Amador Terán Gilmore1Universidad de Costa Rica, Instituto de Investigaciones en IngenieríaUniversidad Autónoma MetropolitanaA total of 18 different components of earthquake ground motion recorded in Central America were selected to conduct an evaluation oftheir damage potential. Emphasis was placed in ground motions recorded during recent seismic activity in Costa Rica. For the purpose of comparison, five records obtained in different parts ofthe world were included in the study. As a mean ofidentif)'ing the damage potential ofthe records, the input energy as well as the plastic hysteretic energy speCtra were calculated for different levels of displacement ductility and a viscous damping coefficient ~=0.05. The effect of duration of ground motion was studied by introducing the non dimensional parametery and the target ductility μTAR. The parametery is a function of the maximum displacement and the plastic hysteretic energy dissipation demands. The calculations were performed for single-degree-of-freedom systems with an elastoplastic hysteretic behavior. Other response quantities considered were the constant strength ductility demands and constant ductility strength demands. The results are contrasted with the current seismic design recommendations for the region as presented in the latest building codes available.https://revistas.ucr.ac.cr/index.php/ingenieria/article/view/7918damageearthquakeground motionseismic design
collection DOAJ
language English
format Article
sources DOAJ
author Guillermo Santana Barboza
Amador Terán Gilmore
spellingShingle Guillermo Santana Barboza
Amador Terán Gilmore
DAMAGE POTENTIAL OF EARTHQUAKE GROUND MOTIONS RECORDED IN SOUTHERN CENTRAL AMERICA
Ingeniería
damage
earthquake
ground motion
seismic design
author_facet Guillermo Santana Barboza
Amador Terán Gilmore
author_sort Guillermo Santana Barboza
title DAMAGE POTENTIAL OF EARTHQUAKE GROUND MOTIONS RECORDED IN SOUTHERN CENTRAL AMERICA
title_short DAMAGE POTENTIAL OF EARTHQUAKE GROUND MOTIONS RECORDED IN SOUTHERN CENTRAL AMERICA
title_full DAMAGE POTENTIAL OF EARTHQUAKE GROUND MOTIONS RECORDED IN SOUTHERN CENTRAL AMERICA
title_fullStr DAMAGE POTENTIAL OF EARTHQUAKE GROUND MOTIONS RECORDED IN SOUTHERN CENTRAL AMERICA
title_full_unstemmed DAMAGE POTENTIAL OF EARTHQUAKE GROUND MOTIONS RECORDED IN SOUTHERN CENTRAL AMERICA
title_sort damage potential of earthquake ground motions recorded in southern central america
publisher Universidad de Costa Rica
series Ingeniería
issn 1409-2441
2215-2652
publishDate 2013-02-01
description A total of 18 different components of earthquake ground motion recorded in Central America were selected to conduct an evaluation oftheir damage potential. Emphasis was placed in ground motions recorded during recent seismic activity in Costa Rica. For the purpose of comparison, five records obtained in different parts ofthe world were included in the study. As a mean ofidentif)'ing the damage potential ofthe records, the input energy as well as the plastic hysteretic energy speCtra were calculated for different levels of displacement ductility and a viscous damping coefficient ~=0.05. The effect of duration of ground motion was studied by introducing the non dimensional parametery and the target ductility μTAR. The parametery is a function of the maximum displacement and the plastic hysteretic energy dissipation demands. The calculations were performed for single-degree-of-freedom systems with an elastoplastic hysteretic behavior. Other response quantities considered were the constant strength ductility demands and constant ductility strength demands. The results are contrasted with the current seismic design recommendations for the region as presented in the latest building codes available.
topic damage
earthquake
ground motion
seismic design
url https://revistas.ucr.ac.cr/index.php/ingenieria/article/view/7918
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