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Seong-Haeng Lee

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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). In: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 18, n. 4 (July 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). In: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 17, n. 6 (November 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). In: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 17, n. 5 (September 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). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 30, n. 5 (October 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. In: International Journal of Steel Structures, v. 9, n. 3 ( 2009).

    https://doi.org/10.1007/bf03249493

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