Byungmin Kim
UNIST 도시환경공학과 · 공학
Byungmin Kim 교수의 연구실은 지반의 동적 거동과 지반-구조물 상호작용을 중심으로, 지진 시 지반의 비선형 반응, 토양의 액상화 거동, 그리고 장기 지진동 하에서의 현장 반응 특성을 분석합니다. 특히, 다운홀 배열 데이터를 활용한 1D 및 3D 지반 반응 분석, VS30 추정 기법 개발, 그리고 구조물 손상과 지반 조건 간의 상관관계를 규명하는 데 초점을 맞추고 있습니다. 한국의 안정지역과 활성지역의 지진 응답 특성 비교, 그리고 지반 특성의 정량적 평가 기법 개발이 핵심 연구 과제입니다.
표시된 성과는 수집된 데이터 기준으로 산출되며, 일부 차이가 있을 수 있습니다.
This study investigates the conditions for which one‐dimensional (1‐D) nonlinear (NL) site response analysis results are distinct from equivalent‐linear (EL) results and provides guidance for predicting when differences are large enough to be of practical significance. Relative differences in spectral accelerations and Fourier amplitudes computed from NL and EL analyses are assessed for a range of site conditions and for suites of input motions appropriate for active crustal and stable continent
Downhole arrays provide enhanced understanding of dynamic soil behavior and site response. Historically, downhole array recordings have been available only for earthquakes with relatively limited durations. New recordings from a number of KiK‐net downhole arrays during the 11 March 2011, M w 9.0, subduction zone earthquake near the east coast of Honshu, Japan, allow us to investigate dynamic soil characteristics and site response due to long‐duration subduction zone earthquakes. Using these reco
The time‐averaged shear ( S ) wave velocity in the upper 30 meters of sediment ( V S 30 ) is a widely used site parameter for ground motion prediction. When unavailable from measurements, as is often the case at accelerograph stations in Central and Eastern North America (CENA), V S 30 is typically estimated from proxies. We propose an alternative for CENA based on a theoretical relationship between S ‐wave velocity and the ratio of radial to vertical components of the compressional ( P )‐wave–d
Abstract An earthquake with a local magnitude (ML) of 5.4 occurred in Pohang city, South Korea, on 15 November 2017. This study focuses on the damage that affected the village of Gokgang‐ri, which is built on small‐size hills. The northern part of the village is located on the slopes facing the earthquake’s epicenter, or on plateaus behind the slopes, and serious damage (i.e., building cracks and collapses) occurred to buildings in this area. In contrast, only some buildings in the southern part
The 2017 M5.4 Pohang, South Korea, earthquake damaged numerous buildings. Immediately after the main shock event, 1,880 professional engineers inspected the damaged buildings and assigned three damage grades (“Usable,” “Restricted use,” and “Unusable”). We investigate factors influencing the building damage. The built year, number of stories, and estimated peak ground acceleration are strongly related with the frequency of building damage. We also prove that the damage caused to the building is
An earthquake of moment magnitude 5.4 occurred in Pohang, South Korea on November 15, 2017. This earthquake of moderate magnitude induced failures of structures and buildings and led to ground displacements. Approximately 600 sand boils were observed in the vicinity of the epicenter. We conduct 26 multichannel analysis of surface waves (MASW) tests and obtain three shear wave velocity (VS) profiles from suspension Compression (P) and Shear (S) wave logging at liquefied and nonliquefied sites nea