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Seismic Fragility Analysis of High-Rise RC Box-Type Wall Building Structures

고층 RC 벽식 건물의 지진 취약도 분석

  • Jeong, Gi Hyun (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Lee, Han Seon (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Hwang, Kyung Ran (School of Civil, Environmental and Architectural Engineering, Korea University) ;
  • Kwon, Oh-Sung (Department of Civil Engineering, University of Toronto) ;
  • Kim, Sung-Jig (Department of Architectural Engineering, Keimyung University)
  • 정기현 (고려대학교 건축사회환경공학과) ;
  • 이한선 (고려대학교 건축사회환경공학과) ;
  • 황경란 (고려대학교 건축사회환경공학과) ;
  • 권오성 (토론토대학교 토목공학과) ;
  • 김승직 (계명대학교 건축공학과)
  • Received : 2016.01.21
  • Accepted : 2016.03.09
  • Published : 2016.05.01

Abstract

Observations of the damages to high-rise reinforced concrete (RC) wall building structures caused by by recent earthquakes in Chile ($M_w$ 8.8, February 2010) and New Zealand (February 2011, $M_L$ 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.

Keywords

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