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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. Byun, Namju / Won, Joo-Young / Lee, Jeonghwa / Lee, Yunwoo / Kang, Young-Jong: Global Response Reconstruction of a Full-Scale 3D Structure Model Using Limited Multi-Response Data. Dans: International Journal of Steel Structures.

    https://doi.org/10.1007/s13296-024-00875-y

  2. Kim, Heesoo / Lee, Yunwoo / Won, Jeong-Hun / Jeong, Seong-Choon / Kim, Seungjun (2023): Investigation of the Global Structural Behavior of the Prefabricated Shoring System Considering Structural Details. Dans: Buildings, v. 13, n. 2 (14 février 2023).

    https://doi.org/10.3390/buildings13020494

  3. Lee, Yunwoo / Lee, Geonhee / Moon, Do Soo / Yoon, Hyungchul (2022): Vision‐based displacement measurement using a camera mounted on a structure with stationary background targets outside the structure. Dans: Structural Control and Health Monitoring, v. 29, n. 11 (septembre 2022).

    https://doi.org/10.1002/stc.3095

  4. Lee, Yunwoo / Park, Won‐Joo / Kang, Young‐Jong / Kim, Seungjun (2021): Response pattern analysis‐based structural health monitoring of cable‐stayed bridges. Dans: Structural Control and Health Monitoring, v. 28, n. 11 (septembre 2021).

    https://doi.org/10.1002/stc.2822

  5. Lee, Yunwoo / Jang, Minseo / Kim, Seungjun / Kang, Young-Jong (2020): A Study on the Long-Term Measurement Data Analysis of Existing Cable Stayed Bridge Using ARX Model. Dans: International Journal of Steel Structures, v. 20, n. 6 ( 2020).

    https://doi.org/10.1007/s13296-020-00376-8

  6. Kim, Seungjun / Won, Deok Hee / Jang, Minseo / Lee, Yunwoo / Kang, Young Jong (2019): 부유식 주탑을 갖는 케이블지지교량 긴장재의 극심한 파랑에 대한단기적 피로 손상 (Short-term Fatigue Damage of the Tendons for Cable Supported Bridgeswith Floating Towers under the Severe Wave Condition). Dans: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 31, n. 3 (juin 2019).

    https://doi.org/10.7781/kjoss.2019.31.3.211

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