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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. Yoon, Sung-Wook / Seok, Keun-Young / Kim, Gee-Cheol / Kang, Joo-Won (2014): 전단 보강 유무에 따른 일방향 중공슬래브의 전단 성능 분석 (Shear Performance Analysis of One-way Hollow Slab According to Shear Reinforcement). Dans: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 18, n. 6 (novembre 2014).

    https://doi.org/10.11112/jksmi.2014.18.6.097

  2. Shon, Su-Deok / Yoo, Mi-Na / Lee, Seung-Jae / Kang, Joo-Won (2014): 정현파형 주름강판의 전단좌굴특성 분석 (An Investigation of the Shear Buckling Characteristics of Sinusoidal Corrugated Steel Plates). Dans: Journal of the Korea Institute for Structural Maintenance and Inspection (한국구조물진단유지관리공학회 논문집), v. 18, n. 3 (mai 2014).

    https://doi.org/10.11112/jksmi.2014.18.3.010

  3. Kim, Hyun-Su / Kang, Joo-Won (2013): 중약진지역 구조물과 스마트 최상층 면진시스템의 통합최적설계에 대한 연구 (Study of Integrated Optimal Design of Smart Top-Story Isolation and Building Structures in Regions of Low-to-Moderate Seismicity). 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.2013.17.5.013

  4. Yoo, Jung-Han / Kim, Joo-Woo / Yang, Jae-Keun / Kang, Joo-Won / Lee, Dong-Woo (2012): 중심압축력을 받는 건축구조용 고성능강(HSA800) 용접 각형강관 압축재의 국부좌굴 (Local Buckling of Built-up Square Tubular Compression Members Fabricated with HSA800 High Performance Steels under Concentric Axial Loading). Dans: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 4 (août 2012).

    https://doi.org/10.7781/kjoss.2012.24.4.435

  5. Kim, Hyun-Su / Kang, Joo-Won (2012): 중약진지역에 대한 MR 감쇠기로 구성된 스마트 면진시스템의 특성연구 (Study of Characteristics of Smart Base Isolation System with MR Damper for Regions of Low-to-Moderate Seismicity). Dans: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 3 (juin 2012).

    https://doi.org/10.7781/kjoss.2012.24.3.325

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