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Adamson University buildings’ age ranges from 10 years to 86 years. The structures’ age can be one of the factors of their vulnerability to seismic hazard. Possibility of having different damages after the event of seismic activities can be measured through structural modeling and subjecting the latter to earthquake simulation. In the field of structural reliability, fragility analysis can be used in the assessment of structures. This type of analysis can be carried out by taking the structural performance using nonlinear analyses: Pushover Analysis and Time History Analysis. Five (5) buildings in Adamson University were analyzed and modeled in a structural analysis software based from the developed as-built plans with rebound hammer test results for the compressive strength of concrete. These structural models were subjected through a total of 22 ground motion data (from both Philippine and Japan), with each ground motion data normalized from 0.1g to 1.0g of peak ground acceleration (PGA). The result of fragility analysis has some limitations such as the use of as-built plan of each building assessed. The lowest probability of exceedance of 9% at a PGA of 0.4g as per National Structural Code of the Philippines specification is based from the fragility curve of FRC Building under a “Complete Damage” or damage rank of “As”.
Baylon, Michael B. 2018. \u201cSeismic Vulnerability Assessment of Adamson University Buildings As Built using Fragility Curves\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 18 (GJRE Volume 18 Issue E1): .
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
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Total Score: 102
Country: Philippines
Subject: Global Journal of Research in Engineering - E: Civil & Structural
Authors: Baylon, Michael B. (PhD/Dr. count: 0)
View Count (all-time): 221
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Publish Date: 2018 07, Wed
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Adamson University buildings’ age ranges from 10 years to 86 years. The structures’ age can be one of the factors of their vulnerability to seismic hazard. Possibility of having different damages after the event of seismic activities can be measured through structural modeling and subjecting the latter to earthquake simulation. In the field of structural reliability, fragility analysis can be used in the assessment of structures. This type of analysis can be carried out by taking the structural performance using nonlinear analyses: Pushover Analysis and Time History Analysis. Five (5) buildings in Adamson University were analyzed and modeled in a structural analysis software based from the developed as-built plans with rebound hammer test results for the compressive strength of concrete. These structural models were subjected through a total of 22 ground motion data (from both Philippine and Japan), with each ground motion data normalized from 0.1g to 1.0g of peak ground acceleration (PGA). The result of fragility analysis has some limitations such as the use of as-built plan of each building assessed. The lowest probability of exceedance of 9% at a PGA of 0.4g as per National Structural Code of the Philippines specification is based from the fragility curve of FRC Building under a “Complete Damage” or damage rank of “As”.
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