Multiscale and Multiphysics Mechanics

  • 제1권2호
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  • Pages.143-156
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  • 2016
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  • 2383-7306(pISSN)
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  • 2465-9711(eISSN)
테크노프레스 (Techno-Press)
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Seismic performance evaluation of a three-dimensional unsymmetrical reinforced concrete building

  • Lim, Hyun-Kyu (Department of Civil Engineering, Hongik University) ;
  • Kang, Jun Won (Department of Civil Engineering, Hongik University) ;
  • Lee, Young-Geun (Department of Structural System & Site Safety Evaluation, Korea Institute of Nuclear Safety) ;
  • Chi, Ho-Seok (Department of Structural System & Site Safety Evaluation, Korea Institute of Nuclear Safety)
  • 투고 : 2015.05.01
  • 심사 : 2015.11.12
  • 발행 : 2016.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Reinforced concrete (RC) structures require advanced analysis techniques for better estimation of their seismic responses, especially in the case of exhibiting complex three-dimensional coupling of torsional and flexural behaviors. This study focuses on validating a numerical approach for evaluating the seismic response of a three-dimensional unsymmetrical RC structure through the participation in the SMART 2013 international benchmark program. The benchmark program provides material properties, detailed drawings of the RC structure, and input ground motions for the seismic response evaluation. In this study, nonlinear constitutive models of concrete and rebar were formed and local tests were conducted to verify the constitutive models in finite element analysis. Elastic calibration of the finite element model of the SMART 2013 RC structure was performed by comparing numerical and experimental results in modal and linear time history analyses. Using the calibrated model, nonlinear earthquake analysis and seismic fragility analysis were performed to estimate the behavior and vulnerability of the RC structure with various ground motions.

키워드

과제정보

연구 과제 주관 기관 : Korea Institute of Nuclear Safety, Korea Institute of Energy Technology Evaluation and Planning (KETEP), Ministry of Trade, Industry & Energy (MOTIE)

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피인용 문헌

  1. Effect of rapid screening parameters on seismic performance of RC buildings vol.62, pp.4, 2017, https://doi.org/10.12989/sem.2017.62.4.391
  2. Iterative global-local approach to consider the local effects in dynamic analysis of beams vol.6, pp.4, 2016, https://doi.org/10.12989/csm.2017.6.4.501