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Seismic Performance Evaluation and Retrofit of a 2-Story Steel Building Using a Fragility Contour Method

취약성 등고선을 이용한 비내진 2층 철골조 건축물에 대한 내진성능 평가와 보강

  • Received : 2011.12.07
  • Accepted : 2012.04.09
  • Published : 2012.04.30

Abstract

Based on the Korean Building Standard Law, a building less than 3-stories and $1000m^2$ in area is defined as a small-level building and, as a result, this type of building has been excluded from the requirement to comply with seismic design. In order to prevent the loss of life and property under earthquake loadings, the small-scale building should satisfy the seismic performance specified in the current code through a seismic retrofit. In this study, a seismic retrofit scheme of a Buckling-Restrained Knee Brace (BRKB) was developed for non-seismic 2-story steel buildings, including small-scale buildings, using a fragility contour method. In order to develop an effective retrofit scheme of the BRKB for the building, a total of 75 BRKB analytical models were used to achieve the desired performance levels and analyzed using the fragility contour method. The seismic performance of the retrofitted building was evaluated in terms of the weight of the developed BRKB systems. This study shows that the fragility contour method can be used for rapid evaluation and is an effective tool for structural engineers.

Acknowledgement

Supported by : 한국연구재단

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Cited by

  1. Fragility Assessment of Damaged Piloti-Type RC Building With/Without BRB Under Successive Earthquakes vol.17, pp.3, 2013, https://doi.org/10.5000/EESK.2013.17.3.133