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Seong-Haeng Lee

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Shin, Dong-Wook / Kim, Kyoung-Nam / Jung, Kyoung-Sup / Lee, Seong-Haeng (2014): 콘크리트 슬래브가 없는 강재주형에서 상하연 온도차에 대한 실측연구 (An Experimental Study on the Temperature Difference between the Top and Bottom Flange in Steel Girder without Concrete Slab). Dans: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 18, n. 4 (juillet 2014).

    https://doi.org/10.11112/jksmi.2014.18.4.099

  2. Shin, Dong-Wook / Kim, Kyoung-Nam / Choi, Chul-Ho / Lee, Seong-Haeng (2013): 강상자형교의 강바닥판에서 설계온도하중을 위한 유효온도 산정 (Evaluation of Effective Temperature for Estimate Design Thermal Loads in Steel Deck of Steel Box Girder Bridges). Dans: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 17, n. 6 (novembre 2013).

    https://doi.org/10.11112/jksmi.2013.17.6.077

  3. Kim, Tae-Wan / Hahm, Hyung-Gil / Lee, Seong-Haeng / Eom, Jang-Sub (2013): 물-결합재 비와 잔골재-결합재 비에 따른 알칼리 활성화 슬래그 모르타르의 기초특성 (The Fundamental Properties of Alkali-Activated Slag Cement (AASC) Mortar with Different Water-Binder Ratios and Fine Aggregate-Binder Ratios). Dans: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 17, n. 5 (septembre 2013).

    https://doi.org/10.11112/jksmi.2013.17.5.077

  4. Lee, Seong-Haeng / Shin, Hyo-Kyoung / Kim, Kyoung-Nam (2018): 콘크리트 바닥판의 아스팔트 두께에 따른 강박스거더교의 최고 설계 유효 온도 산정 (Estimation of the Maximum Design Effective Temperature for Steel Box Girder Bridges Considering Asphalt Thickness of Concrete Deck). Dans: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 30, n. 5 (octobre 2018).

    https://doi.org/10.7781/kjoss.2018.30.5.299

  5. Kim, Kyoung-Nam / Lee, Seong-Haeng / Jung, Kyoung-Sup (2009): Evaluation of factors affecting the fatigue behavior of butt-welded joints using SM520C-TMC steel. Dans: International Journal of Steel Structures, v. 9, n. 3 ( 2009).

    https://doi.org/10.1007/bf03249493

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