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교수/ 연구 소개

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김태완
김태완

연락처

  • 성  명 : 김태완 / Tae-Wan Kim
  • 연구실 : 공과대학 3호관 416호
  • 연락처 : 033-250-6226 / 033-259-5542
  • 이메일 : tkim@kangwon.ac.kr

Education

  • B.S. Seoul National University, Korea
  • M.S. Seoul National University, Korea
  • Ph.D. University of Illinois, U. S. A.

Bio

김태완 교수는 서울대학교 건축학과에서 학사과정(1992년)을 졸업하였고, 동 대학원에서 건축구조 전공으로 석사학위(1996)를 취득하였다. 미국 일리노이대학교 토목환경공학과에서 구조공학 전공으로 박사학위(2004)를 취득하였고, 이후 동 대학에서 박사후 연구원으로 2005년까지 재직하였다. 귀국 후 성균관대학교에서 BK21 박사후 연구원으로 2007년까지 재직 후 2008년에 강원대학교 건축공학과 교수로 임용되어 현재까지 재직 중에 있다. 전문 분야는 건축 구조이며 학부과정에서는 철근콘크리트구조설계 및 구조해석을, 대학원과정에서는 구조동역학, 철근콘크리트구조특론, 내진공학을 강의하고 있다.

Statement

연구 전문 분야는 철근콘크리트구조의 성능기반 내진설계 및 내진성능평가, 보수 및 보강 설계, 초고층건물의 내진설계 등이다.

Papers (SCI급)

  • Kim, T.-W., Foutch, D.A., and LaFave, J.M. (2005), “A Practical Model for Seismic Analysis of Reinforced Concrete Shear Wall Buildings,” Journal of Earthquake Engineering, Vol. 9, No. 3, 393-417.
  • Kim, T.-W., Wilcoski, J., Foutch, D.A., and Lee, M. S. (2006), “Shaketable Tests of a Cold-Formed Steel Shear Panel,” Engineering Structures, Vol. 28, No. 10, 1462-1470.
  • Foutch, D.A., Kim, T.-W., Otter, D. E., and Doe, B. E. (2006), “Investigation of Longitudinal Forces in a Concrete Railroad Trestle,” Journal of Bridge Engineering, Vol. 11, No. 5, 618-625.
  • Kim, T.-W., Foutch, D.A., and Wilcoski, J. (2007), “Analysis of Measured and Calculated Response of a Cold Formed Steel Shear Panel Structure,” Journal of Earthquake Engineering, Vol. 11, No. 1, 67-85.
  • Kim, T. and Foutch, D.A. (2007), “Application of FEMA methodology to RC shear wall buildings governed by flexure,” Engineering Structures, Vol. 29, No. 10, 2514-2522.
  • Kim, T. and Kim, J. (2007), “Seismic Performance Evaluation of a RC Special Moment Frame,” Structural Engineering and Mechanics, Vol. 27, No. 6, 671-682.
  • Kim, J. and Kim, T. (2008), “Seismic Performance Evaluation of Non-seismic Designed Flat-Plate Structures,” Journal of Performance of Constructed Facilities, Vol. 22, No. 6, 356-363.
  • Kim, J. and Kim, T. (2009), “Assessment of progressive collapse-resisting capacity of steel moment frames,” Journal of Constructional Steel Research, Vol. 65, No. 1, 169-179.
  • Kim, T. and Kim, J. (2009), “Seismic Demand of a RC Special Moment Frame Building,” Structural Design of Tall and Special Buildings, Vol. 18, No. 2, 137-147.
  • Kim, T. and Kim, J. (2009), “Progressive collapse-resisting capability of steel moment frames considering panel zone deformation,” Advances in Structural Engineering, Vol. 12, No. 9, 231~240.
  • Kim, T. and Kim, J. (2009), “Collapse Analysis of Steel Moment Frames with Various Seismic Connections,” Journal of Constructional Steel Research, Vol. 65, No. 6, 1316-1322.
  • Kim, T., Kim, J., and Park, J. (2009), “Investigation of Progressive Collapse-Resisting Capability of Steel Moment Frames Using Push-down Analysis,” Journal of Performance of Constructed Facilities, Vol. 23, No. 5, 327-335.
  • Kim, T., Foutch, D.A., Wilcoski, J., and LaFave, J.M. (2009), “Response Modification Factors for RC Case-Study Buildings with Structural Walls,” Earthquake Spectra, Vol. 25, No. 4, pp. 803-819.
  • Lee, E.T., Eun, H.C., and Kim, T. (2011), "Damage Detection of Truss Structure Based on the Variation in Axial Stress and Strain Energy Predicted from Incomplete Measurements," Journal of Vibroengineering, Vol. 13, No.2, 173-185.
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