이득행 교수
Deok Hyeon Lee
성균관대학교 건설환경공학부 · 지구·행성과학
연구실 소개
이 교수의 연구실은 대기과학과 구조공학을 융합한 다학제적 연구를 수행합니다. 기상현상 분석을 위한 기상관측 데이터 통합 및 분석 기법 개발, 특히 태풍 등 극단기상에 따른 수증기 분포 측정(예: GPS 수증기 측정)과 함께, 대기 중 오존층의 수직 분포를 측정하기 위한 고도로드 측정 기술도 개발하고 있습니다. 또한 철근 콘크리트의 부식에 의한 휨 강도 저하를 분석하는 구조해석 모델링 연구를 통해 인프라의 내구성 향상에 기여하고 있습니다.
연구 현황
연구 성과 추이
표시된 성과는 수집된 데이터 기준으로 산출되며, 일부 차이가 있을 수 있습니다.
주요 논문
6Global upper air and surface data for the entire GATE period from 15 June to 24 September 1974, were collected by the Data Assimilation Branch of NMC and mailed to GFDL. After processing these data, a four-dimensional analysis technique was applied for the entire GATE period, using a global numerical model. For a selected period, several different versions of the data processing scheme were tested. The resulting analyses were compared with each other and with the objective analysis of NMC in Was
AbstractAbstractThis paper presents GPS meteorology using GPS observations obtained from the Korean permanent GPS network during a severe weather condition. Our first experimental studies in Korea were based on data collected from seventeen GPS stations and four radiosonde stations during the period of Typhoon Rusa from 31 August to 1 September 2002. The root mean square difference (RMSD) between the GPS Precipitable Water Vapour (PWV) and the radiosonde-PWV was at the 7.2 mm level. In this new
The Korean sounding rockets(KSR420S-1, -2) equipped with ozone detectors have been launched at An-heung, Chungchungnam-do, on June 4 and September 1, 1993, respectively. The ozone detector is used to measure the attenuation of solar UV radiation for various frequency bands in the stratosphere, to obtain vertical profiles of the ozone number density in the stratosphere. They confirm that the maximum ozone densities occur near 25km, which is quite consistent with the mean value in the mid-latitude
This study introduces an anlytical model for estimating shear strengths of reinforced concrete (RC) members with corroded tensile reinforcing bars. The bond strength model for corroded reinforcing bars developed in the previous study was extended for shear analysis. A force equilibrium condition between adjacent cracks was established considering the bond mechanism of reinforcing bars, through which the shear contributions of aggregate interlock in cracked tension zone and uncracked concrete in
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