Journal of the Earthquake Engineering Society of Korea (한국지진공학회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
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Analytical Simulation of the Seismic Response of a High-Rise RC Building Model

고층 철근콘크리트 건축구조모델의 지진응답에 대한 해석적 모사

  • 이한선 (고려대학교 건축사회환경공학과) ;
  • 이정재 (고려대학교 건축사회환경공학과) ;
  • 정동욱 (고려대학교 건축사회환경공학과)
  • Published : 2008.10.31
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Abstract

A series of shaking table tests were conducted on a 1:12 scale model using scaled Taft N21E earthquake records to investigate the seismic performance of a 17-story high-rise reinforced concrete building structure with a high degree of torsional eccentricity and soft-story irregularities in the bottom two stories. The main characteristics of the behaviors were: (1) a sudden change of the predominant vibration mode from the mode of translation and torsion to the torsional mode after the flexible side underwent a substantial inelastic deformation; (2) an abrupt increase in the torsional stiffness during this change of modes; (3) a warping behavior of the wall in the torsional mode; and (4) a unilateral overturning moment in the transverse direction to the table excitations. In this study, efforts were made to simulate the above characteristics using a nonlinear analysis program, Perform3D. The advantages and limitations are presented with the nonlinear models available in this software, as they are related to the correlation between analysis and test results.

Taft N21E 지진파를 사용하여 1:12 축소된 모델로 여러번의 진동대 실험을 저층부 2개층에 비틀림과 연층을 가지는 17층 고층 철근콘크리트 건물에 대해 지진 거동을 조사하기 위해 수행했었다. 이 거동의 주요 특징은 (1) 연약 골조가 거대한 비탄성 변형을 받은 후 변형이나 비틀림에서 비틀림 모드까지 현저한 진동의 갑작스런 변화, (2) 이러한 모드 변화에 따른 비틀림 강성의 갑작스런 증가, (3) 비틀림 모드에서 월의 요곡(warping) 거동, 그리고 (4) 진동대 거동의 반대 방향에만 생기는 전도모멘트 양상을 보여주었다. 본 연구에서는 이러한 성과를 Perform3D라는 비선형 해석 프로그램을 사용하여 위 특성을 모사하기 위해 노력하였다. 이 소프트웨어에서 가용한 비선형 모델과 함께 그의 장점과 단점을 해석 및 실험 결과의 비교를 통해 제시하였다.

Keywords

References

  1. Computer and Structures Inc. (CSI). Perform3D Nonlinear Analysis and Performance Assessment for 3D Structures. Computer and Structures Inc.: Berkeley, CA, 2006
  2. Lee, Han-Seon and Ko, Dong-Woo, "Shaking table tests on a high-rise RC building model having torsional eccentricity in soft lower storeys," Earthquake Engineering and Structural Dynamics, Vol. 35, 2006, pp. 1425-1451 https://doi.org/10.1002/eqe.590
  3. 대한건축학회, "건축물하중기준및해설," 대한건축학회, 2000
  4. Hosoya, H., "Shaking Table Tests of Three- Dimensional scale Models of Reinforced Concrete High-Rise Frame Structures with Wall Columns," ACI Structural Journal, Vol. 92, No. 6, 1995, pp. 765-780
  5. 이한선, 고동우, 권기혁, 김병현, "1/12축소 철근콘크리트 상부벽식-하부골조 건축물의 진동대 실험," 한국지진공학회 추계학술발표회 논문집, 제 5권 2호, 2001, pp. 407-414
  6. Lee, Han-Seon and Ko, Dong-Woo, "Shaking Table Tests of a High RC Bearing-Wall Structrure with Bottom Piloti Stories," Journal of Asian Architecture and Building Engineering, Vol. 1 No. 1, 2002, pp. 47-54 https://doi.org/10.3130/jaabe.1.47
  7. FEMA 356, Prestandard and commentary for the Seismic Rehabilitation of Buildings, prepared by the American Society of Civil Engineers for the Federal Emergency Management Agency, Washington, D.C.(FEMA Publication No. 356), 2000
  8. ASCE/SEI 41, Seismic Rehabilitation of Existing Buildings, American Society of Civil Engineers, Reston, Virginia, 2007
  9. FEMA 440, Improvement of Nonlinear Static Seismic Analysis Procedure, Federal Emergency Management Agency, 2005
  10. Prakash, V., Powell, G. H., and Campbell, S., DRAIN-2DX: Base Program. Description And User Guide. Version 1.10. University of California at Berkeley, 1993
  11. McKenna, F. and Fenves, G. L., The OpenSees Command Language Manual, Version 1.2, Pacific Earthquake Engineering Center, U.C. Berkeley, 2001
  12. Sherif El-Tawil, Gregory G. Deierlein, "Nonlinear Analysis of Mixed Steel-Concrete Frames. II: Implement and Verification," Journal of Structural Engineering, Vol. 127, No. 6, 2001, pp. 656-665 https://doi.org/10.1061/(ASCE)0733-9445(2001)127:6(656)
  13. Ilita, R. and Bertero, V. V., Effects of amount and arrangement of wall-pannel reinforcement on hysteretic behavior of rei- nforcement on hysteretic behavior of reinforced concrete, Earthquake Engineering Research Center Report No. UCB/EERC-80-04, Feb. 1980

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