Journal of the Earthquake Engineering Society of Korea (한국지진공학회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
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Seismic Performance Evaluation of Existing Buildings with Engineer-oriented Computerized System

엔지니어기반 전산시스템을 적용한 철근콘크리트 기존 건축물의 내진성능평가

  • Received : 2016.11.10
  • Accepted : 2017.01.13
  • Published : 2017.03.01
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Abstract

Nonlinear analysis for seismic performance evaluation of existing building usually takes 4~5 times more than linear analysis based on KBC code. To obtain accurate results from the nonlinear analysis, there are a lot of things to be considered for nonlinear analysis modeling. For example, reinforcing layout, applied load and seismic details affect behavior of structural members for the existing building. Engineer-oriented computerized system was developed for engineers to evaluate effective seismic performance of existing buildings with abiding by seismic design principles. Using the engineer-oriented program, seismic performance evaluation of reinforced concrete building was performed. Nonlinear hinge properties were applied with real time multiple consideration such as section layout, section analysis result, applied load and performance levels. As a result, the building was evaluated to satisfy LS(Life Safety) performance level. A comparison between engineer-oriented and program-oriented results is presented to show how important the role of structural engineer is for seismic performance evaluation of existing buildings.

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References

  1. KISTEC. Seismic Performance Evaluation Method for Existing Buildings. Korea Infrastructure Safety & Technology Corporation. c2013.
  2. ASCE/SEI 41-13. Seismic Rehabilitation of Existing Buildings. American Society of Civil Engineers. c2014.
  3. NEHRP Recommended Provisions for New Buildings and Other Structures: Training and Instructional Materials FEMA 451B. c2007.
  4. PEER/ATC-72-1. Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings. Applied Technology Council. c2010.
  5. ASCE. FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Buildings. ASCE for the Federal Emergency Management Agency, Washington, D.C. c2000.
  6. MacGregor JG, Wright JK. Reinforced Concrete: Mechanics and Design. Fifth Edition, Prentice Hall. c2009.
  7. AIK. Korean Building Code, KBC 2009. Architectural Institute of Korea, Seoul, Korea. c2009.
  8. Chopra AK, Goel R. A modal pushover analy sis procedure to estimate seismic demands for buildings: theory and preliminary evaluation. Report No. PEER 2001/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA. c2001.
  9. FEMA440. Improvement of nonlinear static seismic analysis procedures. Washington, D.C.: Federal Emergency Management Agency; c2005.