• Journal of Korea Port Economic Association
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• v.27 no.4
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• pp.73-90
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• 2011

Global companies regard the conditions of a location as one of the most crucial factors to assess the competitiveness of ports and the port hinterland, as well as emphasize creation of throughput and the importance of value added logistics in the hinterland under diffusing Supply Chain Management(SCM). This study deals with the evaluation of competitiveness in 7 hinterlands and the establishment of assessment model in hinterland. This study analyzes the importance of factors for the port hinterland competitiveness using AHP method. As a result, logistics factor, accounting for 62.3%, is shown as the relative more important factor, followed by hinterland's economy factors(27.3%) and city/policy factor(10.4%). The result implicates that measures to activate logistics factors with relatively high importance are essentially needed in order to improve the competitiveness of the hinterland of Busan New Port. Especially, it is needed to establish service routes of the port and air networks and to expand infrastructure for support. This study also assesses the competitiveness of hinterlands for the seven domestic and foreign ports based on importance of assessment factors for the hinterland competitiveness using AHP analysis. Busan(3.903) is ranked fourth behind Singapore(4.570), Hong Kong(4.357) and Shanghai(4.042) in assessment.

• Geophysics and Geophysical Exploration
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• v.13 no.3
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• pp.203-218
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• 2010

The site categorization and corresponding site amplification factors in the current Korean seismic design guideline are based on provisions for the western United States (US), although the site effects resulting in the amplification of earthquake ground motions are directly dependent on the regional and local site characteristic conditions. In these seismic codes, two amplification factors called site coefficients, $F_a$ and $F_v$, for the short-period band and midperiod band, respectively, are listed according to a criterion, mean shear wave velocity ($V_S$) to a depth of 30 m, into five classes composed of A to E. To suggest a site classification system reflecting Korean site conditions, in this study, systematic site characterization was carried out at four regional areas, Gyeongju, Hongsung, Haemi and Sacheon, to obtain the $V_S$ profiles from surface to bedrock in field and the non-linear soil properties in laboratory. The soil deposits in Korea, which were shallower and stiffer than those in the western US, were examined, and thus the site period in Korea was distributed in the low and narrow band comparing with those in western US. Based on the geotechnical characteristic properties obtained in the field and laboratory, various site-specific seismic response analyses were conducted for total 75 sites by adopting both equivalent-linear and non-linear methods. The analysis results showed that the site coefficients specified in the current Korean provision underestimate the ground motion in the short-period range and overestimate in the mid-period range. These differences can be explained by the differences in the local site characteristics including the depth to bedrock between Korea and western US. Based on the analysis results in this study and the prior research results for the Korean peninsula, new site classification system was developed by introducing the site period as representative criterion and the mean $V_S$ to a depth of shallower than 30 m as additional criterion, to reliably determine the ground motions and the corresponding design spectra taking into account the regional site characteristics in Korea.

• Proceedings of the Korean Institute of Landscape Architecture Conference
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• 2018.03a
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• pp.52-53
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• 2018

• Magazine of the Korean Society of Agricultural Engineers
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• v.51 no.2
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• pp.21-28
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• 2009

• Magazine of the Korea Concrete Institute
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• v.14 no.6
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• pp.96-101
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• 2002

최근 들어 기술ㆍ설계능력의 비약적 발전과 부동산 수요증가에 따른 지가 상승 및 용지 부족으로 인한 부지의 효율적 이용 방안으로 각종 건축물의 대형화, 고층화, 다양화가 되어 고밀도 철근배근의 건축 구조물은 점차 증가하고 있는 실정이다.(중략)

• Proceedings of the Korean Society of Crop Science Conference
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• 2020.11a
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• pp.170-170
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• 2020

• The Journal of Sustainable Design and Educational Environment Research
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• v.18 no.1
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• pp.49-61
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• 2019

In this study, interviews are held with the faculties of two elementary schools on narrow sites located in Seoul to examine the existing problems of the elementary school on narrow site and the need for the new facilities of the elementary school on narrow site in order to derive the implications for the planning guidelines of such school construction. As a result of the survey, it was found that the substitutes of the playground installed in the elementary school on narrow site were not suitable for physical play activities, physical education class activities, and other curriculum operations. In order to secure an adequate physical activity an space for elementary schools, faculty members were demanding that the entire floor or rooftop of the school building be spatialized for physical activities. Additionally, problems such as noise generation and the lack of special rooms and public space were occurring in the elementary schools on narrow sites and are being deteriorated by accommodating an over number of students, and therefore policies are required to ensure that the appropriate number of students are maintained in the case of the schools on narrow sites.

• Economic and Environmental Geology
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• v.55 no.6
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• pp.563-570
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• 2022

This study was objected to show the complexity of groundwater flow system in a site-scale area as a design parameter of the groundwater monitoring network for early detection of pollutant leakage from a potential source of groundwater contamination (e.g., storage tank). Around the tanks, three monitoring wells were installed at about 22~25 m deep and groundwater level and temperature had been monitored for 22 months by 2-minute interval, and then compared with precipitation and temperature data from nearby weather station. Annual variation of groundwater level and its response to precipitation event, variation of groundwater temperature and delayed response to that of atmospheric temperature indicate the complexity of groundwater flow and flow paths even in the relatively small area. Thus, groundwater monitoring network for early detection of contaminant leakage should be designed with full consideration of the complexity of groundwater flow system, identified from the detailed hydrogeological investigation of the site.

• Proceedings of the Korean Operations and Management Science Society Conference
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• 1991.10a
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• pp.97-115
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• 1991

본 시스템은 주어진 건축 부지위에 최대 건축 가능 공간을 산정한다. 한국 건축법규와 건축조례를 검토하여 가능공간을 산정하며 입력 데이타로는 부지 및 도로의 도형정보 및 부지의 위치정보등을 사용한다. 본 시스템은 일반적인 CAD S/W와 달리 Non-geometric 데이터를 많이 포함하여 데이터 구조 부분이 타 시스템과 많은 차이가 있으므로, 그에 따른 알고리즘을 자체 개발 적용하였다. 본 시스템은 건축 법규 추론 시스템의 결과에 따라 건축 가능 공간을 솔리드 모델로 생성한다. 이를 위해 평면만을 가지는 경계 표현법(B-Rep)솔리드 모델링 기능이 사용되었으며 생성되는 솔리드 모델은 Half-Edge데이터 구조로 저장되며 물성치 계산 기능, 은선제거기능, 음영처리기능들이 개발되었다. 적용시 각 단계를 시각화하고 출력하여 지금까지의 수작업을 배제하고 정확한 결과를 얻게 하여 설계시간을 최소화하고 건축주에게 만족한 결과를 얻게 한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.16-16
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• 2018

최근 국가시설물에서는 집중호우 등으로 인한 대상 부지 내의 홍수 발생 시 주요시설물에 기능 마비가 발생할 수 있고, 궁극적으로는 대규모 사고로 이어질 수 있기 때문에 외부침수에 대비할 수 있는 위험도 분석이 필요하다. 대상 부지에서의 외부침수의 원인으로서는 LIP(Local Intensive Precipitation)에 의한 홍수 발생조건, 인근에 댐, 제방 등이 위치한 경우 이들 시설물의 붕괴에 따른 홍수류의 원전 유입, 지진해일/폭풍해일에 의한 바다로부터의 홍수 유입 등이 대표적인 예이다. 따라서 대상 부지 및 그 SOC시설물의 안전도를 높은 수준에서 관리하기 위해서는 극한홍수가 유입될 때 침수심, 침수유속, 침수시간, 침수강도 등의 재해도를 분석하여야하고, 이들 SOC시설물의 취약도 평가를 실시하고 재해도와 취약도를 결합한 연계분석을 통하여 위험도를 재평가하여야 한다. 본 연구에서는 기후변화 시나리오에 대해서 LIP(극한강우) 조건을 빈도별 분석하였고, 기후변화에 의한 가능최대강우량(PMP)의 재포락을 실시하고, 이를 확률강우조건과 비교 검토하였다. 대상부지에서의 RCP4.5와 RCP8.5 조건하에서 발생빈도-지속시간-극한강우량과의 상관도를 제시하였다. 지형분석의 고도화 및 수문분석을 통한 LIP를 이용한 극한 홍수량의 산정을 실시하였고, 수리분석에 의한 극한홍수조건의 침수해석을 실시하였다. 침수해석을 통한 수리변량(침수심, 침수강도, 침수지속시간 등)을 산정하였고, 침수해석결과에 주요지점별 발생빈도-지속시간-침수위의 관계를 재해도로 제시하였다. 본 연구 결과 집중호우 조건하에서 국가 주요시설물에서의 침수심, 침수강도 등에 대한 새로운 재해도 곡선을 산정함으로써 중요한 SOC시설물의 내수 설계, 홍수 방지기능 설계, 홍수 방지 대책 및 절차의 고도화 및 홍수 저감 기능 평가에 기준이 될 것으로 판단된다.