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Seismic Fragility Analysis of High-Rise RC Box-Type Wall Building Structures
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 Title & Authors
Seismic Fragility Analysis of High-Rise RC Box-Type Wall Building Structures
Jeong, Gi Hyun; Lee, Han Seon; Hwang, Kyung Ran; Kwon, Oh-Sung; Kim, Sung-Jig;
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Observations of the damages to high-rise reinforced concrete (RC) wall building structures caused by by recent earthquakes in Chile ( 8.8, February 2010) and New Zealand (February 2011, 6.3) have generally exceeded expectations. Firstly, this study estimated the seismic damage levels of 15-story RC box-type wall building structures using the analytical models calibrated by the results of a shaking table test on a 1:5 scale 10-story RC box-type wall building model. Then, the seismic fragility analysis of the prototype model was conducted by using the SAC/FEMA method and the incremental dynamic analysis (IDA). To compensate for the uncertainties and variability of ground motion and its impacts on the prototype model, in the SAC/FEMA method, a total of 61 ground motion records were selected from 20 earthquakes, with a magnitude ranging from 5.9 to 8.8 and an epicentral distance ranging from 5 to 105km. In the IDA, a total of 11 ground motion records were used based on the uniform hazard response spectrum representing a return period of 2,475 years. As a result, the probabilities that the limits of the serviceability, damage control, and collapse prevention would be exceeded were as follows: from the SAC/FEMA method: 79%, 0.3%, and 0%, respectively; and from the IDA: 57%, 1.7%, and 0%, respectively.
Seismic fragility;time history analysis;RC wall;Incremental dynamic analysis;
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