Seunghoon Yang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Seunghoon Yang has a total of 4 co-authors. Here are the top co-authors by number of shared publications:
- Dongyoup Kwak
Department of Civil and Environmental Engineering, Hanyang University, Seoul, Korea
1 shared publication - Jongkwan Kim
Department of Geotechnical Engineering Research, Korea Institute of Civil Engineering and Building Technology, 283 Goyang-dearo, Ilsan-seogu, Goyang-si 10223, Republic of Korea
1 shared publication - Mintaek Yoo
Department of Civil and Environmental Engineering, Gachon University, Seongnam 13120, Republic of Korea
1 shared publication - Sun Yong Kwon
Environmental Assessment Group, Korea Environment Institute, 370 Sicheong-daero, Sejong-si 30147, Republic of Korea
1 shared publication
Latest Publications
- Open Access
Development of Seismic Fragility Function for Underground Railway Station Structures in Korea
This study describes the methodology employed to construct a seismic fragility function based on a pre-existing numerical model tailored for underground stations. Employing a dynamic numerical model, a comprehensive analysis encompassing 110 distinct cases was conducted, each varying in soil depth and classification. Seismic waves, conforming to the standard design spectrum, were utilized within these numerical analyses. The formulation of the fragility function within the constructed model follows a structured approach, segmented by damage indices and severity levels. This systematic breakdown serves to outline the fundamental framework for establishing the fragility function, providing insights into its development process. Subsequently, the derived fragility function underwent a rigorous comparative analysis against established seismic fragility functions from prior studies. This comparative assessment serves as a critical evaluation tool, allowing for an appraisal of the suitability and robustness of the newly developed fragility function in relation to existing benchmarks.
Open AccessDevelopment of Seismic Fragility Function for Underground Railway Station Structures in Korea
This study describes the methodology employed to construct a seismic fragility function based on a pre-existing numerical model tailored for underground stations. Employing a dynamic numerical model, a comprehensive analysis encompassing 110 distinct cases was conducted, each varying in soil depth and classification. Seismic waves, conforming to the standard design spectrum, were utilized within these numerical analyses. The formulation of the fragility function within the constructed model follows a structured approach, segmented by damage indices and severity levels. This systematic breakdown serves to outline the fundamental framework for establishing the fragility function, providing insights into its development process. Subsequently, the derived fragility function underwent a rigorous comparative analysis against established seismic fragility functions from prior studies. This comparative assessment serves as a critical evaluation tool, allowing for an appraisal of the suitability and robustness of the newly developed fragility function in relation to existing benchmarks.