• Title/Summary/Keyword: 마리나 리조트

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업계탐방 - 한국의 나폴리, 금호충무마리나리조트

  • O, Jeong-Gyu
    • 방재와보험
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    • s.112
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    • pp.68-69
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    • 2006
  • 이번 탐방은 한려수도 내에 국내 최초의 육.해상 종합 휴양지인 경남 통영의 '금호 충무마리나 리조트'를 방문하였다. 이곳은 미륵도 관광특구 내에 자리 잡고 있어 요트나 유람선을 타고 인근의 거제도와 비진도, 욕지도, 연화도 등의 섬을 돌아볼 수 있으며, 주변 바닷가와 추도, 연대도, 투미도 등지에서는 바다낚시와 사냥도 즐길 수 있다. 특히, 주변에 세병관, 충렬사, 충무공유적지, 한산도, 거제도 등 관광지가 많아 한국의 나폴리로 불릴 정도로 빼어난 경관을 자랑하고 있다.

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Marina Development on the Importance of Optimum Demand and Location Selection Study (마리나 개발 적정수요와 입지선정의 중요도에 관한 연구)

  • Lee, Jae-Hyung
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.18 no.5
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    • pp.406-415
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    • 2012
  • The research aims to provide its results to each municipal corporation after an in-depth analysis of its optimum demand and also the significance of post-development location selection. The research results, related to the future development of Marina from the municipal corporation, are as follows: There are approximately 49 proper domestic demands after the Marina development. In further detail, there must be a development of the coastal zone Marina concept after classifying the regions to their Metropolitan areas and networking the Marina to each section. Moreover, the classification of the Marinas to small, medium, and large size is of absolute necessity. Regionally, 10 large Marinas must be developed for metropolitan area (2), Chungcheong area (1), Jeolla area (2), Gyeongsang Provinces (3), Gangwon area (1), and Jeju (1). The 17 mid-sized leisure sports Marinas must be developed for metropolitan area (3), Chungcheong area (2), Jeolla area (2), Gyeongsang Provinces (6), Gangwon area (2), and Jeju (2). The rest of 22 small Marinas must be developed for metropolitan area (2), Chungcheong area (1), Jeolla area (6), Gyeongsang Provinces (9), Gangwon area (2), and Jeju (2). In addition, there is an evident result of significant importance in the domestic positions of appropriate Marina development. A group of professionals suggested five key factors contributed to the importance including accessibility, marketability, usability, validity, and natural environment. The results, aimed to show comprehensive importance based on the five factors, ranks in the following order from highest to lowest: usability, accessibility, natural environment, marketability, and validity.

A Study on Facility Rules of Floating Structures including Mobile Offshore Drilling Unit and so on (이동식시추선(MODU) 등 부유식해상구조물 시설기준 연구)

  • Choe, Han-Gyu;Son, Yeong-Tae
    • Journal of Korea Ship Safrty Technology Authority
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    • no.7 s.25
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    • pp.4-20
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    • 2008
  • 부유식 해상구조물은 사용형태나 환경특성이 해상을 항해하는 선박과 차이가 있으므로 선박에 적용되는 검사 및 시설기준을 그대로 적용하기에는 무리가 있으며, 따라서 이동식 시추선과 수상 호텔, 수상식당 등 부유식 해상구조물 실태를 조사 하고, 부유식 해상구조물의 IMO의 MODU Code 등 국내외 시설기준과 이동식시추선 관련 국제기준의 국내 수용방안을 비교 검토하여 국내 실정에 적합한 시설기준을 제안하고자 한다.

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A Study on Preliminary Structural Design of Pontoon Type VLFS (폰툰식 VLFS의 초기구조설계에 관한 연구)

  • Park, Seong-Whan;Lee, Tak-Kee;Hong, Sa-Young
    • Journal of the Society of Naval Architects of Korea
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    • v.42 no.6 s.144
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    • pp.644-653
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    • 2005
  • In general the loads due to ocean wave are considered as main design parameters governing the global structural safety of VLFS (Very Large Floating Structure). In order to predict design wave loads accurately, hydro-elastic analysis must be conducted considering the initial global flexural rigidity of VLFS. However, in order to determine the structural scantling of major members (deck, bottom, side panels and longitudinal / transverse BHD etc.), static load and design wave loads must be given as explicit form generally. Therefore in order to determine a proper structural arrangement and scantlings of VLFS at initial design stage, both calculations of structural scantling and hydro-elastic analysis for wave conditions must be conducted iteratively and the convergence of their results must be checked. On this paper, based on the case design of a 500×300 m size's floating marina resort, the details of structural design technique using hydro-elastic analysis are explained and discussed. At first, the environmental conditions and the system requirements of the design of marina resort are described. The scantling formulas for the major members of pontoon type VLFS are proposed from the local and global design points of view. Considering the design wave loads as well as static design loads, the structural safety is checked iteratively.