주요경력
2016.1-20181: 새만금개발청 기술자문위원회 위원
2013.5-2017.4: 대전광역시 건설기술심의위원회 위원
2015.2-2016.12: 한국수자원공사 일반기술심의위원회 위원
2014.12-2015.11: 한국도로공사 기술자문위원회 설계심의분과위원회 위원
2014.2-2016.2: 충청북도 건설기술심의위원회 위원
2016-현재: 부교수, 충남대학교 토목공학과
2011-2016: 조교수, 충남대학교 토목공학과
2009-2011: Structural Engineer, Parsons Brinckerhoff, New York, NY, U.S.A.
2009-2009: Postdoctoral Researcher, Pennsylvania State University, University Park, PA, U.S.A.
2005-2008: Research Assistant, Pennsylvania State University, University Park, PA. U.S.A.
2013.5-2017.4: 대전광역시 건설기술심의위원회 위원
2015.2-2016.12: 한국수자원공사 일반기술심의위원회 위원
2014.12-2015.11: 한국도로공사 기술자문위원회 설계심의분과위원회 위원
2014.2-2016.2: 충청북도 건설기술심의위원회 위원
2016-현재: 부교수, 충남대학교 토목공학과
2011-2016: 조교수, 충남대학교 토목공학과
2009-2011: Structural Engineer, Parsons Brinckerhoff, New York, NY, U.S.A.
2009-2009: Postdoctoral Researcher, Pennsylvania State University, University Park, PA, U.S.A.
2005-2008: Research Assistant, Pennsylvania State University, University Park, PA. U.S.A.
주요 연구분야
Design and Analysis of Bridges
Bridge maintenance, preservation and management
Risk and uncertainty analysis
Force Protection
Bridge maintenance, preservation and management
Risk and uncertainty analysis
Force Protection
연구업적
International Journal Papers
(21) Kim W., Jeong, Y., Kim, K., Park, S., and Lee, J.* (2016) “Non-linear Dynamic Analysis of a Reinforced Concrete Bridge Column under Vehicle Impact Loading,” Journal of Vibroengineering, Vol. 18, Issue 7, pp.4617-4626.
(20) Kim, W., Jeoung, C., Gil, H., Lee, I., Yun, S. and Moon, D.* (2016) “Fire Risk Assessment on the Highway Bridge in South Korea,” the Transportation Research Board of the National Academies, Journal of Transportation Research Records, Vol. 2551, Jan., pp.137-145.
(19) Lee, J. Kim, W.*, Kim, K., Park, S. and Jeong, Y. (2016) “Strengthened and Flexible Pile-to-Pilecap Connections for Integral Abutment Bridges,” Steel and Composite Structures, Vol. 20, No. 4, March 20, pp.731-748.
(18) Kim, W., Laman, J. A., Jeong, Y. and Roh, H.* (2016) “Comparative Study of Integral Abutment Bridge Structural Analysis Methods,” Canadian Journal of Civil Engineering, Vol. 43, March 5, pp. 378-389, doi:10.1139/cjce-2015-0202.
(17) Jeon, J. Kim, W.*, Kim, G. and Jeon, C. (2016) “Polyamide Fiber Reinforced Shotcrete for Tunnel Application,” Materials, 9(163), March 5, pp.1-15, doi:10.3390/ma9030163.
(16) Park, S., Kim, W.*, Jeong, Y., Song, J. and Lee, S. (2015) “Development and Performance of a Movable Smart Vertical Connector in a Modular Roadway Slab,” Scientia Iranica Transactions B: Mechanical Engineering, 22(6), Dec., pp. 2118-2125.
(15) Jeoung, C., Park, S., Kim W.* and Cho, D. (2015) “Wind Oscillation Analysis of a Suspension Bridge Coupled with CFD,” Journal of Vibroengineering, 17(1), Feb., 487-495.
(14) Jeong, Y., Lee, J. and Kim, W.* (2015) “Modeling and Measurement of Sustained Loading and Temperature Dependent Deformation of Carbon Fiber-Reinforced Polymer Bonded to Concrete,” Materials, Vol. 8, Issue 2, January 29, pp. 435-450, doi:10.3390/ma8020435.
(13) Jeon, J., Kim, W.*, Jeon, C. and Kim, J. (2014) “Processing and Mechanical Properties of Macro Polyamide Fiber Reinforced Concrete,” Materials, Vol. 7, Issue 12, December, pp. 7634-7652, doi:10.3390/ma7127634.
(12) Roh, H., Ou, Y., Kim, J. and Kim, W.* (2014) “Effect of yielding level and post-yielding stiffness ratio of ED bars on seismic performance of PT rocking bridge piers,” Engineering Structures, 81(15), Nov. 1, pp. 454-463.
(11) Kim, W., Laman, J. A., and Park, J.Y.* (2014) “Reliability-based Design of Prestressed Concrete Girders in Integral Abutment Bridges for Thermal Effects,” Structural Engineering and Mechanics, Vol. 50, No. 3, May, pp 305-322.
(10) Cho, D., Kim, W.*, and Park, S. (2013)“An Experimental Analysis on the Connection of Crossbeam in a Modular Bridge,” Transactions of Canadian Society for Mechanical Engineering, CSME, Vol. 37, No. 3, pp.477-489.
(9) Kim, W.*, and Laman, J. A. (2013) “Integral Abutment Bridge Behavior under Uncertain Thermal and Time-Dependent Load,” Structural Engineering and Mechanics, An International Journal, Vol.46, No.1, April, pp. 53-73.
(8) Vineyard, P., Hsu, R.*, Wong, Y.S., Lee, O., and Kim, W. (2013) “An Innovative Floating Bearing System for Severely Curved I-girder Bridges,” Civil Engineering, ASCE, March, pp. 54-59.
(7) Kim, W., Laman, J. A.*, and Linzell, D. G., (2012), “Prediction of Concrete Integral Abutment Bridge Unrecoverable Displacements,” ACI SP-284: Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Research to Practice, No. 11. March 1, pp.1-20.
(6) Kim, W.*, and Laman, J. A., (2012), “Seven-year Field Monitoring of Four Integral Abutment Bridges,” Journal of Performance of Constructed Facilities, Vol. 26, No. 1, January/February, pp. 54-64. (one of the seven papers nominated for the 2012 Outstanding Paper Award)
(5) Baptiste, K., Kim, W.*, and Laman, J. A., (2011), “Parametric Study and Length Limitations for Prestressed Concrete Girder Integral Abutment Bridges,” Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), IABSE, Vol. 21, No. 2, May, pp.151-156.
(4) Kim, W.*, and Laman, J. A., (2010), “Numerical Analysis Method for Long-term Behavior of Integral Abutment Bridges,” Engineering Structures, Vol. 32, Issue 8, August, pp. 2247-2257.
(3) Kim, W.*, and Laman, J. A., (2010), “Integral Abutment Bridge Response under Thermal Loading,” Engineering Structures, Vol. 32, Issue 6, June, pp. 1495-1508.
(2) Pugasap, K., Kim, W., and Laman, J. A.*, (2009), “Long-Term Response Prediction of Integral Abutment Bridges,” Journal of Bridge Engineering, ASCE, Vol. 14, No. 2, Mar./Apr. pp.129-139.
(1) Kim, W., Laman, J. A.*, and Linzell, D. A., (2007), “Live Load Radial Moment Distribution for Horizontally Curved Bridges,” Journal of Bridge Engineering, ASCE, Vol. 12, No. 6, Nov./Dec. pp.727-736.
(20) Kim, W., Jeoung, C., Gil, H., Lee, I., Yun, S. and Moon, D.* (2016) “Fire Risk Assessment on the Highway Bridge in South Korea,” the Transportation Research Board of the National Academies, Journal of Transportation Research Records, Vol. 2551, Jan., pp.137-145.
(19) Lee, J. Kim, W.*, Kim, K., Park, S. and Jeong, Y. (2016) “Strengthened and Flexible Pile-to-Pilecap Connections for Integral Abutment Bridges,” Steel and Composite Structures, Vol. 20, No. 4, March 20, pp.731-748.
(18) Kim, W., Laman, J. A., Jeong, Y. and Roh, H.* (2016) “Comparative Study of Integral Abutment Bridge Structural Analysis Methods,” Canadian Journal of Civil Engineering, Vol. 43, March 5, pp. 378-389, doi:10.1139/cjce-2015-0202.
(17) Jeon, J. Kim, W.*, Kim, G. and Jeon, C. (2016) “Polyamide Fiber Reinforced Shotcrete for Tunnel Application,” Materials, 9(163), March 5, pp.1-15, doi:10.3390/ma9030163.
(16) Park, S., Kim, W.*, Jeong, Y., Song, J. and Lee, S. (2015) “Development and Performance of a Movable Smart Vertical Connector in a Modular Roadway Slab,” Scientia Iranica Transactions B: Mechanical Engineering, 22(6), Dec., pp. 2118-2125.
(15) Jeoung, C., Park, S., Kim W.* and Cho, D. (2015) “Wind Oscillation Analysis of a Suspension Bridge Coupled with CFD,” Journal of Vibroengineering, 17(1), Feb., 487-495.
(14) Jeong, Y., Lee, J. and Kim, W.* (2015) “Modeling and Measurement of Sustained Loading and Temperature Dependent Deformation of Carbon Fiber-Reinforced Polymer Bonded to Concrete,” Materials, Vol. 8, Issue 2, January 29, pp. 435-450, doi:10.3390/ma8020435.
(13) Jeon, J., Kim, W.*, Jeon, C. and Kim, J. (2014) “Processing and Mechanical Properties of Macro Polyamide Fiber Reinforced Concrete,” Materials, Vol. 7, Issue 12, December, pp. 7634-7652, doi:10.3390/ma7127634.
(12) Roh, H., Ou, Y., Kim, J. and Kim, W.* (2014) “Effect of yielding level and post-yielding stiffness ratio of ED bars on seismic performance of PT rocking bridge piers,” Engineering Structures, 81(15), Nov. 1, pp. 454-463.
(11) Kim, W., Laman, J. A., and Park, J.Y.* (2014) “Reliability-based Design of Prestressed Concrete Girders in Integral Abutment Bridges for Thermal Effects,” Structural Engineering and Mechanics, Vol. 50, No. 3, May, pp 305-322.
(10) Cho, D., Kim, W.*, and Park, S. (2013)“An Experimental Analysis on the Connection of Crossbeam in a Modular Bridge,” Transactions of Canadian Society for Mechanical Engineering, CSME, Vol. 37, No. 3, pp.477-489.
(9) Kim, W.*, and Laman, J. A. (2013) “Integral Abutment Bridge Behavior under Uncertain Thermal and Time-Dependent Load,” Structural Engineering and Mechanics, An International Journal, Vol.46, No.1, April, pp. 53-73.
(8) Vineyard, P., Hsu, R.*, Wong, Y.S., Lee, O., and Kim, W. (2013) “An Innovative Floating Bearing System for Severely Curved I-girder Bridges,” Civil Engineering, ASCE, March, pp. 54-59.
(7) Kim, W., Laman, J. A.*, and Linzell, D. G., (2012), “Prediction of Concrete Integral Abutment Bridge Unrecoverable Displacements,” ACI SP-284: Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Research to Practice, No. 11. March 1, pp.1-20.
(6) Kim, W.*, and Laman, J. A., (2012), “Seven-year Field Monitoring of Four Integral Abutment Bridges,” Journal of Performance of Constructed Facilities, Vol. 26, No. 1, January/February, pp. 54-64. (one of the seven papers nominated for the 2012 Outstanding Paper Award)
(5) Baptiste, K., Kim, W.*, and Laman, J. A., (2011), “Parametric Study and Length Limitations for Prestressed Concrete Girder Integral Abutment Bridges,” Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), IABSE, Vol. 21, No. 2, May, pp.151-156.
(4) Kim, W.*, and Laman, J. A., (2010), “Numerical Analysis Method for Long-term Behavior of Integral Abutment Bridges,” Engineering Structures, Vol. 32, Issue 8, August, pp. 2247-2257.
(3) Kim, W.*, and Laman, J. A., (2010), “Integral Abutment Bridge Response under Thermal Loading,” Engineering Structures, Vol. 32, Issue 6, June, pp. 1495-1508.
(2) Pugasap, K., Kim, W., and Laman, J. A.*, (2009), “Long-Term Response Prediction of Integral Abutment Bridges,” Journal of Bridge Engineering, ASCE, Vol. 14, No. 2, Mar./Apr. pp.129-139.
(1) Kim, W., Laman, J. A.*, and Linzell, D. A., (2007), “Live Load Radial Moment Distribution for Horizontally Curved Bridges,” Journal of Bridge Engineering, ASCE, Vol. 12, No. 6, Nov./Dec. pp.727-736.
International Proceeding Papers
(18) Kim, W.*, Nam, J., Min, G., Kim, K, Lee, J. (2016), “Detailed Analysis of Vertical Connector in Modular Roadway Slab under Temperature and Lifting Loading (온도하중과 인양하중에 영향을 받는 모듈러 도로 슬래브 수직연결부의 상세해석),” Journal of Korea Concrete Institute (KCI), Vol. 28, No. 5, Oct., pp.509-517
(17) Jeong, Y., Lee, J., Kim, W.* (2016), “Combined Effects of Sustained Load and Temperature on Pull-off Strength and Creep Response between CFRP Sheet and Concrete Using Digital Image (디지털 이미지 분석을 통한 지속 하중과 온도의 복합 환경이 CFRP 쉬트와 콘크리트의 부착강도 및 크리프 거동에 미치는 영향 분석),” Journal of Korea Concrete Institute (KCI), Vol. 28, No. 5, Oct., pp.-
(16) Jeong, Y., Kim, W.*, Lee, I., Lee, J. (2016), “Bridge Life Cycle Cost Analysis of Preventive Maintenance(예방적 유지관리를 통한 교량의 생애주기비용 절감 효과 분석),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 20, No. 6, November, pp. 1-99.
(15) Jeong, Y., Kim, W.*, Lee, I., Lee, J. (2016), “Development of Bridge Inspection Reliability and Improvement Strategy(교량 점검신뢰도 분석법 개발과 향상방안),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 20, No. 5, September, pp. 50-57.
(14) Min, G., Kim, W.*, Cho, J., Gil, H. (2016), “Vehicular Collision Risk Assessment on the Highway Bridges in South Korea (국내 고속도로 교량의 차량 충돌 위험도 평가),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 20, No. 5, September, pp. 9-17.
(13) Kim, W., Jeong, Y., Kim, K., Kim, K. Y., Lee, J.* (2016), “Seismic Analysis for Multi-pile Concrete Foundation in 5MW Class Offshore Wind Turbine (5MW 해상풍력타워를 위한 콘크리트 지지구조물의 내진해석),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 29, No. 3, June, pp. 209-218.
(12) Jeong, Y., Kim, W.*, Lee, I., Lee, J., Kim, J. (2016), “Definition, End-of-life Criterion and Prediction of Service Life of Bridge for Bridge Maintenance (교량의 유지관리를 위한 사용수명 정의, 종료 기준, 추정),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 20, No. 4, July, pp. 68-76.
(11) Nam, J.*, Kim, W., Kim, K. and Kim, Y. (2015), “Design Validation through Analysis of Concrete Modular Road Behavior under Static Axial Loads (콘크리트 모듈러 도로 축하중 거동 분석을 통한 설계 타당성 검증),” Journal of the Korean Society of Road Engineers, 17(6), Dec., pp. 37-45.
(10) Lee, J., Kim, K., Jeong, Y. and Kim, W.* (2015), “A Comparison Study of Model Reduction Method with Direct Impact Analysis of Truck-Column Collision (모델축소법을 이용한 교각-차량 충돌변위 예측 및 직접충돌해석법과 비교연구),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 28, No. 6, Dec., pp. 675-682.
(9) Lee, I., Kim, W*, Kang, H. and Seo, J. (2015), “Analysis and Prediction of Highway Bridge Deck Slab Deterioration (고속도로 교량 바닥판 열화분석 및 추정),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 19, No. 2, March, pp. 68-75.
(8) Kim, W., Kim, K. and Lee, J.* (2014), “A Comparison Study of Direct Impact Analysis of Vehicle to Concrete Pier and In-Direct Impact Analysis using Load-Time History Functions (차량과 콘크리트 교각의 직접충돌해석법과 충돌하중이력곡선을 이용한 간접충돌해석법 비교연구),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 27, No. 6, Dec., pp. 553-542.
(7) Lee, J. and Kim, W.* (2014), “Structural Integrity Evaluation of Mechanically Fastened FRP Beams Under the Effects of Sustained Loads and Environments (지속하중과 환경영향을 받는 MF-FRP 보강보의 구조건정성 평가),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 18, No. 1, Jan., pp. 10-18.
(6) Kim, W. and Lee, J.*, (2013), “Simplified 2D Analysis for Suspension Bridges subjected to Wind Excitation (현수교의 풍진동에 관한 2D 간단해석),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 26, No. 6, Dec., pp. 463-470.
(5) Park, S., Kim, W.*, Song, J. and Lee, S., (2013), “Joint Performance Evaluation and Development of Modular Road System (모듈러도로 조인트의 개발과 성능검토),” Journal of Korean Society of Hazard Mitigation (KSHM), Vol. 13, No. 6, Dec., pp.131-137.
(4) Lee, K., Li, R., Chen, L., Oh, K. and Kim, W.*, (2013), “Strip Angle Changes in accordance with the Deformation Mode of Seismic Steel Plate Shear Wall Systems (내진 강판전단벽시스템의 변형모드에 따른 스트립앵글 변화),” Journal of Korean Society of Steel Construction (KSSC), Vol. 25, No. 5, Oct., pp. 1-11.
(3) Yun, S., Gil, H., Lee, I., Kim, W. and Park, T.*, (2013), “Thermal-Structure Interaction Parallel Fire Analysis for Steel-Concrete Composite Structures under Bridge Exposed to Fire Loading (화재에 노출된 교량하부 강합성 구조물에 대한 열-구조 연성 병렬화재해석),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 26, No. 4, Oct., pp.283-292.
(2) Kim, W., Lee, J.*, and Park, T., (2013), “Development of Abutment to H-Pile Connection for Large Lateral Displacements of Integral Abutment Bridges (일체식 교대 교량의 대횡변위를 위한 교대와 H형 말뚝의 연결부의 개발),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 26, No. 4, Oct., pp.309-318. (2013 Best Paper Award by COSEIK)
(1) Kim, W.*, (2011), “Analysis and Prediction for Abutment behavior of Prestressed Concrete Girder Integral Abutment Bridges (프리스트레스트 콘크리트 거더 일체식 교량의 교대 거동 해석과 예측),” Journal of Korea Concrete Institute (KCI), Vol. 23, No. 5, Oct., pp.667-674. (2011 Young Researcher Award by KCI)
(17) Jeong, Y., Lee, J., Kim, W.* (2016), “Combined Effects of Sustained Load and Temperature on Pull-off Strength and Creep Response between CFRP Sheet and Concrete Using Digital Image (디지털 이미지 분석을 통한 지속 하중과 온도의 복합 환경이 CFRP 쉬트와 콘크리트의 부착강도 및 크리프 거동에 미치는 영향 분석),” Journal of Korea Concrete Institute (KCI), Vol. 28, No. 5, Oct., pp.-
(16) Jeong, Y., Kim, W.*, Lee, I., Lee, J. (2016), “Bridge Life Cycle Cost Analysis of Preventive Maintenance(예방적 유지관리를 통한 교량의 생애주기비용 절감 효과 분석),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 20, No. 6, November, pp. 1-99.
(15) Jeong, Y., Kim, W.*, Lee, I., Lee, J. (2016), “Development of Bridge Inspection Reliability and Improvement Strategy(교량 점검신뢰도 분석법 개발과 향상방안),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 20, No. 5, September, pp. 50-57.
(14) Min, G., Kim, W.*, Cho, J., Gil, H. (2016), “Vehicular Collision Risk Assessment on the Highway Bridges in South Korea (국내 고속도로 교량의 차량 충돌 위험도 평가),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 20, No. 5, September, pp. 9-17.
(13) Kim, W., Jeong, Y., Kim, K., Kim, K. Y., Lee, J.* (2016), “Seismic Analysis for Multi-pile Concrete Foundation in 5MW Class Offshore Wind Turbine (5MW 해상풍력타워를 위한 콘크리트 지지구조물의 내진해석),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 29, No. 3, June, pp. 209-218.
(12) Jeong, Y., Kim, W.*, Lee, I., Lee, J., Kim, J. (2016), “Definition, End-of-life Criterion and Prediction of Service Life of Bridge for Bridge Maintenance (교량의 유지관리를 위한 사용수명 정의, 종료 기준, 추정),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 20, No. 4, July, pp. 68-76.
(11) Nam, J.*, Kim, W., Kim, K. and Kim, Y. (2015), “Design Validation through Analysis of Concrete Modular Road Behavior under Static Axial Loads (콘크리트 모듈러 도로 축하중 거동 분석을 통한 설계 타당성 검증),” Journal of the Korean Society of Road Engineers, 17(6), Dec., pp. 37-45.
(10) Lee, J., Kim, K., Jeong, Y. and Kim, W.* (2015), “A Comparison Study of Model Reduction Method with Direct Impact Analysis of Truck-Column Collision (모델축소법을 이용한 교각-차량 충돌변위 예측 및 직접충돌해석법과 비교연구),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 28, No. 6, Dec., pp. 675-682.
(9) Lee, I., Kim, W*, Kang, H. and Seo, J. (2015), “Analysis and Prediction of Highway Bridge Deck Slab Deterioration (고속도로 교량 바닥판 열화분석 및 추정),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 19, No. 2, March, pp. 68-75.
(8) Kim, W., Kim, K. and Lee, J.* (2014), “A Comparison Study of Direct Impact Analysis of Vehicle to Concrete Pier and In-Direct Impact Analysis using Load-Time History Functions (차량과 콘크리트 교각의 직접충돌해석법과 충돌하중이력곡선을 이용한 간접충돌해석법 비교연구),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 27, No. 6, Dec., pp. 553-542.
(7) Lee, J. and Kim, W.* (2014), “Structural Integrity Evaluation of Mechanically Fastened FRP Beams Under the Effects of Sustained Loads and Environments (지속하중과 환경영향을 받는 MF-FRP 보강보의 구조건정성 평가),” Journal of Korea Institute for Structural Maintenance and Inspection (KISMI), Vol. 18, No. 1, Jan., pp. 10-18.
(6) Kim, W. and Lee, J.*, (2013), “Simplified 2D Analysis for Suspension Bridges subjected to Wind Excitation (현수교의 풍진동에 관한 2D 간단해석),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 26, No. 6, Dec., pp. 463-470.
(5) Park, S., Kim, W.*, Song, J. and Lee, S., (2013), “Joint Performance Evaluation and Development of Modular Road System (모듈러도로 조인트의 개발과 성능검토),” Journal of Korean Society of Hazard Mitigation (KSHM), Vol. 13, No. 6, Dec., pp.131-137.
(4) Lee, K., Li, R., Chen, L., Oh, K. and Kim, W.*, (2013), “Strip Angle Changes in accordance with the Deformation Mode of Seismic Steel Plate Shear Wall Systems (내진 강판전단벽시스템의 변형모드에 따른 스트립앵글 변화),” Journal of Korean Society of Steel Construction (KSSC), Vol. 25, No. 5, Oct., pp. 1-11.
(3) Yun, S., Gil, H., Lee, I., Kim, W. and Park, T.*, (2013), “Thermal-Structure Interaction Parallel Fire Analysis for Steel-Concrete Composite Structures under Bridge Exposed to Fire Loading (화재에 노출된 교량하부 강합성 구조물에 대한 열-구조 연성 병렬화재해석),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 26, No. 4, Oct., pp.283-292.
(2) Kim, W., Lee, J.*, and Park, T., (2013), “Development of Abutment to H-Pile Connection for Large Lateral Displacements of Integral Abutment Bridges (일체식 교대 교량의 대횡변위를 위한 교대와 H형 말뚝의 연결부의 개발),” Journal of Computational Structural Engineering Institute of Korea (COSEIK), Vol. 26, No. 4, Oct., pp.309-318. (2013 Best Paper Award by COSEIK)
(1) Kim, W.*, (2011), “Analysis and Prediction for Abutment behavior of Prestressed Concrete Girder Integral Abutment Bridges (프리스트레스트 콘크리트 거더 일체식 교량의 교대 거동 해석과 예측),” Journal of Korea Concrete Institute (KCI), Vol. 23, No. 5, Oct., pp.667-674. (2011 Young Researcher Award by KCI)
Patents
(18) Slipping Pile for Civil and Building Structures (구조물용 파일 연결부 구조체),” No. 10-1672391, Korean Intellectual Property Office, Oct. 28, 2016.
(17) Joint Structure of Pile-to-Pile Cap Connection for Concrete Structure (콘크리트 구조물용 파일 접합 구조체),” No. 10-1658020, Korean Intellectual Property Office, Sep. 9, 2016.
(16) Expansion Joint Having Sliding Structure (슬라이딩구조체를 포함하는 신축이음장치),” No. 10-1641492, Korean Intellectual Property Office, Jul. 15, 2016.
(15) Integral Abutment Bridge Having Deflection Absorbing Part (변위흡수부를 포함하는 일체식 교량),” No. 10-1656069, Korean Intellectual Property Office, Sep. 2, 2016.
(14) Road Surface Deicing Apparatus Using Thermo Siphon (서모사이펀을 이용한 도로결빙 방지장치),” No. 10-1645664, Korean Intellectual Property Office, Jul. 29, 2016.
(13) Steel Rod or Wire Pile Connection for Civil and Building Structure (강봉 또는 강선을 이용한 구조물용 파일 연결부 구조체),” No. 10-1644620, Korean Intellectual Property Office, Jul. 26, 2016.
(12) Lifting Apparatus for Combining into Hight Adjusting Device Inserted in Slab Module for Modular Road, and Lifting Method (모듈러 도로용 슬래브 모듈 내에 삽입된 높이조절장치와 체결되는 인양장치 및 이를 이용한 인양방법),” No. 10-1644312, Korean Intellectual Property Office, Jul. 26, 2016.
(11) H-Pile for Concrete Structure (콘크리트 구조물용 H-파일),” No. 10-1627512, Korean Intellectual Property Office, May 31, 2016.
(10) Concrete Structure and Connection Methodthereof (콘크리트 구조체 및 이의 체결방법),” No. 10-1615501, Korean Intellectual Property Office, Apr. 20, 2016.
(9) Concrete Structure Having Anchor Type FRP Layer and Manufacturing Method Thereof (앵커형 FRP층이 구비된 콘크리트 구조물 및 이의 제조방법),” No. 10-1613430, Korean Intellectual Property Office, Apr. 12, 2016.
(8) H-Pile for Concrete Structure (콘크리트 구조물용 H-파일),” No. 10-2592511, Korean Intellectual Property Office, Feb. 1, 2016.
(7) Partial Integral Bridge (부분 일체형 교량),” No. 10-1587419, Korean Intellectual Property Office, Jan. 15, 2016.
(6) Drainage Apparatus for Moisture Deterioration Prevention (열화방지용 배수장치),” No. 10-1555316, Korean Intellectual Property Office, Sep. 17, 2015.
(5) Concrete Structure and Connection Method thereof (콘크리트 구조체 및 이의 체결방법),” No. 10-1527853, Korean Intellectual Property Office, Jun. 4, 2015.
(4) Apparatus for Measuring Pre-Stress loss or Strain loss of Pre-stressed concrete Girder (프리스트레스트 콘크리트 거더의 손실 측정장치),” No. 10-1546803, Korean Intellectual Property Office, Aug. 18, 2015.
(3) Structure Supporting Foundation Having Case Part (케이스부가 구비된 구조물 지지기초),” No. 10-1344529, Korean Intellectual Property Office, Dec. 9, 2013.
(2) Semi-Integral Abutment Allowing Rotational Displacement (상부교대 및 하부교대의 회전변위를 허용하는 반일체식 교대),” No. 10-1341506, Korean Intellectual Property Office, Dec. 9, 2013.
(1) Sleeper assembly permitting rail buckling (좌굴 허용 침목 어셈블리),” No. 10-1248069, Korean Intellectual Property Office, Mar. 21, 2013.
(17) Joint Structure of Pile-to-Pile Cap Connection for Concrete Structure (콘크리트 구조물용 파일 접합 구조체),” No. 10-1658020, Korean Intellectual Property Office, Sep. 9, 2016.
(16) Expansion Joint Having Sliding Structure (슬라이딩구조체를 포함하는 신축이음장치),” No. 10-1641492, Korean Intellectual Property Office, Jul. 15, 2016.
(15) Integral Abutment Bridge Having Deflection Absorbing Part (변위흡수부를 포함하는 일체식 교량),” No. 10-1656069, Korean Intellectual Property Office, Sep. 2, 2016.
(14) Road Surface Deicing Apparatus Using Thermo Siphon (서모사이펀을 이용한 도로결빙 방지장치),” No. 10-1645664, Korean Intellectual Property Office, Jul. 29, 2016.
(13) Steel Rod or Wire Pile Connection for Civil and Building Structure (강봉 또는 강선을 이용한 구조물용 파일 연결부 구조체),” No. 10-1644620, Korean Intellectual Property Office, Jul. 26, 2016.
(12) Lifting Apparatus for Combining into Hight Adjusting Device Inserted in Slab Module for Modular Road, and Lifting Method (모듈러 도로용 슬래브 모듈 내에 삽입된 높이조절장치와 체결되는 인양장치 및 이를 이용한 인양방법),” No. 10-1644312, Korean Intellectual Property Office, Jul. 26, 2016.
(11) H-Pile for Concrete Structure (콘크리트 구조물용 H-파일),” No. 10-1627512, Korean Intellectual Property Office, May 31, 2016.
(10) Concrete Structure and Connection Methodthereof (콘크리트 구조체 및 이의 체결방법),” No. 10-1615501, Korean Intellectual Property Office, Apr. 20, 2016.
(9) Concrete Structure Having Anchor Type FRP Layer and Manufacturing Method Thereof (앵커형 FRP층이 구비된 콘크리트 구조물 및 이의 제조방법),” No. 10-1613430, Korean Intellectual Property Office, Apr. 12, 2016.
(8) H-Pile for Concrete Structure (콘크리트 구조물용 H-파일),” No. 10-2592511, Korean Intellectual Property Office, Feb. 1, 2016.
(7) Partial Integral Bridge (부분 일체형 교량),” No. 10-1587419, Korean Intellectual Property Office, Jan. 15, 2016.
(6) Drainage Apparatus for Moisture Deterioration Prevention (열화방지용 배수장치),” No. 10-1555316, Korean Intellectual Property Office, Sep. 17, 2015.
(5) Concrete Structure and Connection Method thereof (콘크리트 구조체 및 이의 체결방법),” No. 10-1527853, Korean Intellectual Property Office, Jun. 4, 2015.
(4) Apparatus for Measuring Pre-Stress loss or Strain loss of Pre-stressed concrete Girder (프리스트레스트 콘크리트 거더의 손실 측정장치),” No. 10-1546803, Korean Intellectual Property Office, Aug. 18, 2015.
(3) Structure Supporting Foundation Having Case Part (케이스부가 구비된 구조물 지지기초),” No. 10-1344529, Korean Intellectual Property Office, Dec. 9, 2013.
(2) Semi-Integral Abutment Allowing Rotational Displacement (상부교대 및 하부교대의 회전변위를 허용하는 반일체식 교대),” No. 10-1341506, Korean Intellectual Property Office, Dec. 9, 2013.
(1) Sleeper assembly permitting rail buckling (좌굴 허용 침목 어셈블리),” No. 10-1248069, Korean Intellectual Property Office, Mar. 21, 2013.