Examinando por Materia "earthquake event"

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    Evaluation of the seismic risk of the unreinforced masonry building stock in Antioquia, Colombia
    (SPRINGER, 2017-03-01) Acevedo, A.B.; Jaramillo, J.D.; Yepes, C.; Silva, V.; Osorio, F.A.; Villar, M.; Universidad EAFIT. Departamento de Ingeniería Mecánica; Bioingeniería GIB (CES – EAFIT)
    This paper presents the development of an exposure model for the residential building stock in Antioquia (the second most populated Department of Colombia), the development of fragility functions for unreinforced masonry buildings, and estimation of building damage for two possible seismic events. Both the exposure and fragility models are publically available and can be used to calculate damage and losses due to single events, or probabilistic seismic hazard. The exposure model includes information regarding the total built-up area, number of buildings and inhabitants, building class, and replacement cost. The methodology used for the creation of the exposure model was based on available cadastral information, survey data, and expert judgment. Fragility functions were derived using nonlinear time history analyses on single-degree-of-freedom oscillators, for unreinforced masonry structures which represent more than 60% of the building stock in the region. Both seismic scenarios indicate that an event corresponding to a return period of 500 years located within the region of interest would cause slight or moderate damage to nearly 95 thousand structures, and about 32 thousand would have severe damage or collapse. This study was developed as part of the South America Risk Assessment project, supported by the Global Earthquake Model and SwissRe Foundation. © 2016, Springer Science+Business Media Dordrecht.
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    Ítem
    Evaluation of the seismic risk of the unreinforced masonry building stock in Antioquia, Colombia
    (SPRINGER, 2017-03-01) Acevedo, A.B.; Jaramillo, J.D.; Yepes, C.; Silva, V.; Osorio, F.A.; Villar, M.; Mecánica Aplicada
    This paper presents the development of an exposure model for the residential building stock in Antioquia (the second most populated Department of Colombia), the development of fragility functions for unreinforced masonry buildings, and estimation of building damage for two possible seismic events. Both the exposure and fragility models are publically available and can be used to calculate damage and losses due to single events, or probabilistic seismic hazard. The exposure model includes information regarding the total built-up area, number of buildings and inhabitants, building class, and replacement cost. The methodology used for the creation of the exposure model was based on available cadastral information, survey data, and expert judgment. Fragility functions were derived using nonlinear time history analyses on single-degree-of-freedom oscillators, for unreinforced masonry structures which represent more than 60% of the building stock in the region. Both seismic scenarios indicate that an event corresponding to a return period of 500 years located within the region of interest would cause slight or moderate damage to nearly 95 thousand structures, and about 32 thousand would have severe damage or collapse. This study was developed as part of the South America Risk Assessment project, supported by the Global Earthquake Model and SwissRe Foundation. © 2016, Springer Science+Business Media Dordrecht.
  • No hay miniatura disponible
    Ítem
    Evaluation of the seismic risk of the unreinforced masonry building stock in Antioquia, Colombia
    (SPRINGER, 2017-03-01) Acevedo, A.B.; Jaramillo, J.D.; Yepes, C.; Silva, V.; Osorio, F.A.; Villar, M.; Acevedo, A.B.; Jaramillo, J.D.; Yepes, C.; Silva, V.; Osorio, F.A.; Villar, M.; Universidad EAFIT. Departamento de Ingeniería de Producción; Materiales de Ingeniería
    This paper presents the development of an exposure model for the residential building stock in Antioquia (the second most populated Department of Colombia), the development of fragility functions for unreinforced masonry buildings, and estimation of building damage for two possible seismic events. Both the exposure and fragility models are publically available and can be used to calculate damage and losses due to single events, or probabilistic seismic hazard. The exposure model includes information regarding the total built-up area, number of buildings and inhabitants, building class, and replacement cost. The methodology used for the creation of the exposure model was based on available cadastral information, survey data, and expert judgment. Fragility functions were derived using nonlinear time history analyses on single-degree-of-freedom oscillators, for unreinforced masonry structures which represent more than 60% of the building stock in the region. Both seismic scenarios indicate that an event corresponding to a return period of 500 years located within the region of interest would cause slight or moderate damage to nearly 95 thousand structures, and about 32 thousand would have severe damage or collapse. This study was developed as part of the South America Risk Assessment project, supported by the Global Earthquake Model and SwissRe Foundation. © 2016, Springer Science+Business Media Dordrecht.
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    Large-magnitude late Holocene seismic activity in the Pereira-Armenia region, Colombia
    (GEOLOGICAL SOC AMER INC, 2011-01-01) Lalinde, C.P.P.; Toro, G.E.; Velásquez, A.; Audemard, F.A.M.; Lalinde, C.P.P.; Toro, G.E.; Velásquez, A.; Audemard, F.A.M.; Universidad EAFIT. Departamento de Ciencias; Geología Ambiental y Tectónica
    The Pereira-Armenia region, located west of the Colombian Central Cordillera, is crosscut by the Romeral fault system, which consists of an active north-south- trending, left-lateral, strike-slip fault system with a secondary thrust component in the Eje Cafetero zone (4°N-5°N). The terrain where the Liceo Taller San Miguel high school sits-9 km south of Pereira-is draped with an ~2-m-thick layer of volcanic ash younger than 30 k.y. in age. This locality has been affected by both N40°E- and E-W-trending faults that correspond to thrust faults or folds and normal rightlateral, strike-slip faults, respectively, in the tectonic model for the zone. Two kinds of strong fi eld evidence for the E-W faults were found at a site named Canchas: (1) the 50°N tilt of the late Quaternary interbedded sequence of volcanic ash and three paleosols, and (2) a vertical fault throw of ~1.70 m affecting the sequence (layers). A normal vertical throw of ~0.65 m at Parqueadero stands as a proof of the activity of the N40°E-trending faults. This latter faulting does not correspond with the stress tensor proposed for this region, and thus this deformation could be interpreted as being a consequence of fl exural slip induced by a NE-SW-striking blind thrust, where reverse faulting along bedding at depth is seen as normal faulting at the surface. Measured offsets could have generated seismic events of at least Mw 6.6 for the NE-trending fault that affected the paleosols and volcanic ash sequence at 13,150 ± 310 14C yr B.P., and a seismic event of Mw 6.9 for the E-W-trending fault that affected the paleosols and volcanic ash sequence at 19,710 ± 830 14C yr B.P. These two recently identifi edfaults are now named the Tribunas (NE-SW) and the Cestillal (E-W) faults. Up to now, the fault and its seismogenic potential determinations in this region have been based solely on morphologic evidence. The maximum seismic magnitude estimated for this region ranged from Mw 6.2 to Mw 6.6 for seismic sources 35 km away from the site. Seismic magnitudes like the one calculated in this work (Mw 6.9) were previously estimated only for source-site distances greater than 50 km. This work provides fi eld evidence that leads to a better understanding of the seismic activity of this region in the last 30 k.y. and confi rms the occurrence of local Mw >6.5 seismic events in this region. Although volcanic ash drapes and eventually hides the geomorphic evidence of active deformation, it turns out to be a perfect chronometer of a fault's activity whenever the deformation is revealed, as in this case. After the Armenia event of 1999, it is imperative to examine the seismic hazard assessments of this region in terms of local crustal seismicity. © 2011 The Geological Society of America. All rights reserved.