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가새재가 미설치된 wedge joint 시스템 동바리의 내하력 변화 분석
장남권 ( Jang Nam Gwon ),이형도 ( Jang Hyung Do ),원정훈 ( Won Jeong-hon ),신승현 ( Shin Seung Hyeon ) 한국구조물진단유지관리공학회 2019 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.23 No.1
This experimental study analyzed the reduction of the load capacity of the system support according to the uninstall bracing members by loading the ultimate load to the 3 - story system support assembly with the presence of bracing members as the key parameter. The load capacity of the 3-story specimen without bracing members is 38.4% of that of the 3-story specimen with bracing members. It is necessary to accurately reflect the installation plan of the bracing members and examine the structural safety of the system support assembly, not a single member, because there is a significant decrease in the load capacity of the system support assembly according to the uninstall of the bracing members.
박요섭,이신제,이용국,정섬규,장남도,이하웅,Park, Yo-Sup,Lee, Shin-Je,Lee, Yong-Kuk,Jung, Seom-Kyu,Jang, Nam-Do,Lee, Ha-Woong 한국해양학회 2012 바다 Vol.17 No.2
수중 글라이더는 해양의 수직 물성을 라그랑지안 방식으로 파악하기 위해 새롭게 고안된 관측 플랫폼이다. 한국해양연구원은 2011년 3월 국내 최초로 경북 후포와 울릉 서안까지 177 km의 수평거리를 총 6일(153시간)동안 경로 계획을 통해 자율 잠항관측을 성공하였다. 실험에 사용한 글라이더는 미국 ANT사의 Littoral Glider 였으며, 주관측 센서로는 Applied Microsystem사의 수온 및 음속 센서를 장착하였다. 시험 운항 동안 경로 대상 해역의 수심 5 m에서 200 m까지 매 5초마다의 수온 및 음속 프로파일 총 1408회 취득하였다. 또한 시험 운항 중에 수중 글라이더가 보유하고 있는 다양한 운동모드(정점 수직 관측 모드, 경로 추종 모드, 선수각 유지 모드, 정점 유지 모드, 특정 수심 유지 모드 등)를 시험하였고, 모든 운동모드가 정상적으로 운영됨을 확인하였다. 이번 실해역 조사를 통해, 수중 글라이더는 최대 2노트 이하의 해류 환경 하에서 사용자가 원하는 방향과 심도대로 관측을 수행할 수 있으며, 내부 부력 조절 없이 최대 5 kg의 센서 탑재가 가능함을 확인하였다. The underwater glider using conception of Lagrangian method, is a new observation platform to understand the properties of the ocean vertically. In 2011 March, KORDI made a first successful autonomous trip from Hupo to west coast of Uleungdo piloting Littoral Glider of Alaska Native Technology LLC. The journey considered many environmental variables and route vigilantly selected, the glider covered 177 km horizontally and took approximately 6 days (153 hours). Despite the existence of 1 kt eddy current, Sound velocity sampling was conducted from 5 meters and reaching maximum of 200 meters depth at each dive. It successfully collected sound velocity and temperature profile at every 5 seconds totaling up to 1408 profiles using SVT&P sensor. During the flight it was also a mission to check the diverse modes of the glider i.e. spiral, waypoints, heading, drift and hover could function without a defect in a given situation. These modes were thoroughly monitored and it could be considered that the glider handled it well during the flight. As a result of this test flight, it was evident that the given underwater glider could operate under 2kt current environment with users defined heading and depth, also with the payload up to 5 kg without changing internal buoyancy.
계획단계에서 건설공사 발주자의 기본 안전보건대장 작성을 위한 가이드라인 개발
나예지 ( Na Ye Ji ),장남권 ( Jang Nam Gwon ),이형도 ( Lee Hyung Do ),원정훈 ( Won Jeong-hun ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.2
This paper developed the guideline for the safety and health(S&H) file drawn by a client in construction plan stage. According to the announcement of revised Occupational Safety Health Act(February 9, 2018), the construction client should make or manage the three S&H files in the plan, design, and work stages respectively. By analyzing S&H management systems led by the client and surveying the opinion of construction participators, the contents and practical method of the S&H file in the plan stage was proposed. Client should control hazard in construction site through the S&H file. And, it should include important S&H condition dealt with design and work stages as well as selection method of competent designer and contractors with S&H capacity.
Wedge 형태 연결부의 회전강성을 반영한 시스템 동바리 구조 안전성 분석
이형도 ( Lee Hyung Do ),김경윤 ( Kim Gyeong Yun ),장남권 ( Jang Nam Kwon ),원정훈 ( Won Jeong-hun ) 한국구조물진단유지관리공학회 2017 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.21 No.1
This paper analyzed the effects of rotational stiffness of wedge connection between vertical and horizontal members of system supports. By simulating the connection condition both a hinge connection, which is considered in the design stage, and a spring with the rotational stiffness reflecting the actual behavior, the critical buckling load and the maximum combination stress ratio are compared. The results show that hinge condition somewhat underestimate the actual behavior of vertical members of system supports. However, it is also noted that the horizontal member represents the increased stress due to the rotational stiffness of the connection.