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1 김경태, 이헌우, 김영기, 김태진, 김종호(2017) 수직다이아프램을 사용한 충전형 각형강관기둥 접합부의 내력평가, 한국강구조학회 논문집, 한국강구조학회, 제29권, 제3호, pp.237-247.(Kim, K.T., Lee, H.W., Kim, Y.K., Kim, T.J., and Kim, J.H. (2010) Structural Strength of Beam-to-CFT Connections with Vertical Diaphragm, Journal of Korean Society of Steel Construction, KSSC, Vol.29, No.3, pp.237-247 (in Korean).)/   DOI View Article
2 임종진, 김동관, 이상현, 박철수, 이창남, 엄태성 (2017) 경사단부강판 보 이음을 갖는 강재 보-기둥 모멘트접합부의 내진실험, 한국강구조학회 논문집, 한국강구조학회, 제29권, 제2호, pp.181-192.(Lim, J.J., Kim, D.G., Lee, S.H., Park, C.S., Lee, C.N., and Eom, T.S. (2017) Seismic Tests of Steel Beam-to-column Moment Connections with Inclined End-plate Beam Splice, Journal of Korean Society of Steel Construction, KSSC, Vol.29, No.2, pp.181-192 (in Korean).)/   DOI View Article
3 안준태, 신동구(2017) 풍력발전 타워용 종방향 보강 원형단면 강재 쉘의 극한압축강도, 한국강구조학회논문집, 한국강구조학회, 제29권, 제2호, pp.123-134. (Ahn, J.T. and Shin, D.K. (2017) Ultimate Axial Strength of Longitudinally Stiffened Cylindrical Steel Shell for Wind Turbine Tower, Journal of Korean Society of Steel Construction, KCCS, Vol.29, No.2, pp.123-134 (in Korean).)/ View Article
4 Lee, S. S., Park, K. S.(2017), Development of hybrid panel with C-shaped steel beam at top and bottom of precast concrete wall, Journal of Korean Society of Steel Construction, KSSC, 29(6), 435-442./   DOI View Article
5 Lim, H. T., & Choi, B. J., "Shear Capacity Evaluation of Steel Plate Anchors Using Folded Steel Plate in AU-composite Beam", Journal of Korean Society of Steel Construction, Vol.29, No.5, pp.389-400, 2017/   DOI View Article
6 박용명, 조성훈, 김태형, 강충현, 김재봉(2016) 스터럽 보강 선설치 앵커의 정적 전단하중에 대한 저항 강도, 한국강구조학회논문집, 한국강구조학회, 제28권, 제1호, pp.1-12.(Park, Y.M., Jo, S.H., Kim, T.H., Kang, C.H., and Kim, J.B. (2016) Static Shear Strength of Cast-in Anchors with Stirrup Reinforcements, Journal of Korean Society of Steel Construction, KSSC, Vol.28, No.1, pp.1-12 (in Korean).)/ View Article
7 이기세, 김승준(2016) 소수주형 수평곡선 강교량 상부구조의 자유진동 특성분석, 한국강구조학회논문집, 한국강구조학회, 제28권, 제5호, pp.365-371. (Lee K.S. and Kim, S.J. (2016) Free-vibration Characteristics of Two-I-girder Steel Bridges Curved in Plan, Journal of Korean Society of Steel Construction, KSSC, Vol.28, No.5, pp.365-371 (in Korean).)/ View Article
8 Lee, S. H., Shin, H. K., Kim, K. N., Jung, k. S., An Experimental Study for Estimation of effective temperature for design in Steel Box Girder Bridge, Journal of korean Society of Steel Construction, Vol. 28, no. 6, pp. 449-458, 2016./   DOI View Article
9 Kim, T. S. (2016b), An Experimental Study on Block Shear Fracture of Base Metal in Ferritic Stainless Steel Welded Connection, Journal of Korean Society of Steel Construction, KSSC, 28(5), 303-312 (in Korean with English abstract)./   DOI View Article
10 Lee, S. H., Shin, H. K., Kim, K. N., Jung, k. S., An Experimental Study for Estimation of effective temperature for design in Steel Box Girder Bridge, Journal of korean Society of Steel Construction, vol. 28, no. 6, pp. 449-458, 2016. DOI: https://doi.org/10.7781/kjoss.2016.28.6.449/   DOI View Article
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