• Title/Summary/Keyword: 부유 구조물

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Frequency Domain Analysis for Dynamic Response of Floating Structures Subject to Wave Loading (파랑하중을 받는 부유식 구조물의 동적거동에 대한 주파수영역 해석)

  • Kwon Jang Sub;Paik In Yeol;Park Jung Il;Chang Sung Pil
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.17 no.3
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    • pp.138-148
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    • 2005
  • Dynamic response of floating structures such as floating body and floating bridges subject to wave load is to be calculated in frequency domain. Added mass coefficient, damping coefficient and wave exciting force are obtained numerically from frequency domain formulation of linear potential theory and boundary element method for a floating body which is partially submerged into water and subjected to wave force. Next, the equation of motion for the dynamic behavior of a floating structure which is supported by the floating bodies and modeled with finite elements is written in frequency domain. hker a hemisphere is analyzed and compared with the published references as examples of floating bodies, the hydrodynamic coefficients for a pontoon type floating body which supports a floating bridge are determined. The dynamic response of the floating bridge subject to design wave load can be solved using the coefficients obtained for the pontoons and the results are plotted in the frequency domain. It can be seen from the example analysis that although the peak frequency of the incoming wave spectrum is near the natural frequency of the bridge, the response of the bridge is not amplified due to the effect that the peak frequency of wave exciting force is away from the natural frequency of the bridge.

Basic Study on the Reliability Analysis of Structural Systems (시스템 신뢰성 해석에 관한 기초연구)

  • Lee, Joo-Sung
    • Journal of Ocean Engineering and Technology
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    • v.3 no.2
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    • pp.145-157
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    • 1989
  • 본 논문의 주목적은 불연속 또는 연속계 구조물의 시스템 신뢰성해석(system reliability analysis)을 위한 보다 일반적인 방법을 소개하는데 있다. 본 논문에서는, 확대하중증분법(extended incremental load method)이라고 불리우는데, 지금까지의 신뢰성 해석법 중 종래의 하중증분법이 갖는 단점을 보완하고, 여러 형태의 하중이 작용하는 구조물에 대해, 부재의 파괴후 거동(post-ultimate behaviour)을 다른 방법보다 더 실제적으로 고려할 수 있는 장점을 갖도록 개발한 것이다. 본 방법의 또 하나의 장점은 구조설계시 사용하는 강도공식(strength formula) 을 시스템 신뢰성 해석에서 직접 이용할 수 있다는 점이다. 이 방법은 부유식 해양구조물 같은 연속계 구조물의 시스템 신뢰성 해석을 위해 개발되었는데, 이 논문에서는 실제 구조물은 다루지 않고, 방법의 정당성과 아울러 수정된 안전여유식의 적용가능성을 보여주는 것에 중점을 두었다. 본 논문의 부유식 해양구조물들에 적용한 결과는 후일 발표할 예정이다.

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Structural Performance Evaluation of Floating PV Power Generation Structure System (수상 부유식 태양광발전 구조물의 구조적 성능 평가)

  • Choi, Jin Woo;Seo, Su Hong;Joo, Hyung Joong;Yoon, Soon Jong
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.5
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    • pp.1353-1362
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    • 2014
  • In recent years, numerous environmental problems associated with the excessive use of fossil fuel are taking place. For an alternative energy resource, the importance of renewable energy and the demands of facilities to generate renewable energy are continuously rising. To satisfy such demands, a large number of photovoltaic energy generation structures are constructed and planned with large scale. However, because these facility zones are mostly constructed on land, some troubles are occurred such as rising of construction cost due to the cost of land use, environmental devastation, etc. To solve such problems, the floating type photovoltaic energy generation system using FRP members have been developed in Korea. FRP members are recently available in civil engineering applications due to many advantages such as high strength, corrosion resistance, light weight, etc. and they are suitable to fabricate the floating structures because of their material properties. In this study, the analytical and experimental investigations to evaluate the structural performance of floating PV generation structure and SMC FRP vertical member which is used to fabricate the structure were conducted. The static and dynamic performances of floating PV generation structure are evaluated through the FE analysis and the experiment, respectively. Moreover, the structural safety evaluation and buckling analysis of SMC FRP vertical compression member are also conducted by the FE analysis, and the structural behavior of SMC FRP member under compression and pullout is investigated by the experiments. From this study, it was found that the structural system composed of pultruded FRP and SMC FRP members are safe enough to resist externally applied loads.

Crashworthy Safety Assessment of High Speed Passenger Ship with Underwater Floating Matter (쾌속여객선의 수중부유물과의 내충돌 안전성 평가)

  • Lee, Sang-Gab;Lee, Jae-Seok;Baek, Yun-Hwa;Jun, Seung-Hwan
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2009.06a
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    • pp.30-31
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    • 2009
  • Through the full scale ship collision response analysis of high speed passenger ship with underwater floating matters, the objective of this study is to perform the crashworthy safety assessment of its hull and passengers. For this safety assessment, diverse collision scenarios could be established through the thorough understanding of damage mechanisms due to the collision of its hydrofoil system with underwater floating matter examining the damage informations of its hull and passengers from the collision accidents, and through the estimation of the damages of its hull and passenger. The next step, crashworthy safety assessment of its hull and passengers, was carried out by the collision response analyses of high speed passenger ship with underwater floating matter using Fluid-Structure Interaction(FSI) analysis technique of LS-DYNA code in consideration of surrounding water, and using local zooming analysis technique.

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An Experimental Study on Estimation of Suspended Sediment Discharge using Acoustic Backscatter (실내 실험수로에서 초음파 산란도를 활용한 부유사량 산정)

  • Seo, KangHyeon;Kim, DongSu
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.174-174
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    • 2016
  • 하천은 침식작용과 퇴적작용에 의해 유사를 하류방향으로 이동시킨다. 하천의 침식작용은 하상을 변화시키고 교량, 보 등의 하천 구조물의 안전성을 저해하여 국민의 재산과 생명에 막대한 피해를 입힌다. 또한 퇴적작용은 상류로부터 이동한 유사를 하도 내에 퇴적시켜 하천의 형상을 변화시키고, 통수면적을 감소시켜 홍수기에 범람 빈도와 규모를 증가시킨다. 이처럼 부유사 자료는 하천 구조물의 설계, 수자원 개발 및 관리를 위한 하천계획의 전반에 있어 매우 중요한 자료이지만, 국내의 경우 유사량 측정방법에 대한 연구가 미비하여 대부분 유사량 채집기를 활용한 직접 측정이 이루어지고 있다. 하지만 유사량 채집기를 활용한 관측은 매우 제한된 지역에서 간헐적으로 실시되고 있어 측정 자료가 부족한 실정이다. 이러한 한계를 극복하고자 간접적인 측정 방식을 개발하였으나 우리나라의 강우 특성상 홍수기를 거치면서 하천의 수리학적 특성이 변화하여 관계식의 신뢰도가 떨어지며 자주 갱신해야 한다는 어려움이 있다. 본 연구에서는 횡방향 유속과 신호대잡음비(Signal to Noise Ratio, SNR)를 측정하는 H-ADCP(SonTek, SL-3000)와 레이저 회절을 이용하여 지점의 입도분포와 부유사 농도를 측정하는 레이저부유사측정기(LISST : Laser In-Situ Scattering and Transmissometry)를 이용하여 자료를 취득하였다. 그리고 취득된 신호대잡음비, 부유사 농도간의 관계분석을 통해 회귀식을 구축한 후, 초음파 산란도로 정의되는 신호대잡음비를 활용하여 실내 실험수로의 부유사량을 산정하였고 실측 부유사량과의 비교를 통해 오차 분석을 실시하였다. 오차 분석 결과 실측 부유사량은 138.15g/s, 추정 부유사량은 165.372g/s로 신호대잡음비를 이용하여 추정한 부유사량이 약 19% 과다산정 하는 것으로 나타났다. 본 연구의 결과는 현재 우리나라에 다수 설치되어 있는 수평초음파도플러유속계(H-ADCP)를 활용한 지속적인 부유사량 관측의 토대를 마련할 것으로 사료된다.

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Rolling Reduction of Floating body by Anti-Rolling Pendulum (안티롤링 추를 이용한 부유체의 롤링 저감)

  • Park, Sok-Chu;Park, Kyung-Il;Yi, Geum-Joo
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2016.05a
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    • pp.106-107
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    • 2016
  • Rolling motion of floating body might upset the body, make crews and passengers exhausted and/or apply forces to the structure to cause damage. Therefore for almost ships bilge keels are equipped, in special case fin stabilizer or gyroscope may be installed. This paper suggests the Anti-rolling pendulum to reduce roll motion to act the similar role with anti-rolling tank. The device suggested has more effective than the anti-rolling tank with 1/6 volume of the tank.

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Second Order Elastic Analysis of Superstructures on Very Large Floating Structure with Semi-Rigid Connections (반강접 접합부를 적용한 초대형 부유식 구조물 상부구조체의 2차 탄성해석)

  • Song, Hwa-Cheol;Lee, Eun-Suk
    • Journal of Navigation and Port Research
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    • v.27 no.1
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    • pp.63-70
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    • 2003
  • If semi-rigid connections are used for superstructures of very large floating structures (VLFS), the number of rigid connections can be reduced and more economical construction will be possible. In this study, considering service load and wave load in VLFS, the applicability of mixed use of rigid and semi-rigid connections have been studied using three types of connections for a four-bay eight-story frame. Three types of connections are used; top and seat-angle connections with double web-angle(TSD), extended end plate connections, steel tubular column with square external-diaphragm connections. ABAQUS(Finite element analysis program) is used for conducting second order elastic analysis.

Wind Tunnel Test of Floating Offshore Structure (해양부유 구조물의 풍동실험)

  • 이동환;신현경;김기은
    • Journal of Ocean Engineering and Technology
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    • v.10 no.3
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    • pp.125-137
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    • 1996
  • Experimental wind tunnel tests have been attempted to investigate the aerodynamic characteristics of floating offshore structure using some types of scaled mldels. The static behaviors of lift, drag forces and pitching moment of its models are measured to exammine the relationship between wind loads and incidence angle, wind velocity, shape of models. The effect of solid ground has been obtained also.

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해양부유구조물용 신장률 250% 탄성로프의 기초기술 연구

  • Eom, Jae-In;Kim, Min-Cheol;Kim, Min-Jae
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2018.11a
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    • pp.105-107
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    • 2018
  • 기존에 부유 해양구조물을 바다에서 고정시키기 위하여 수심의 2배 이상의 길이를 사용하는 잉여 계류로프는 해저바닥에서 유동하게 되어 해저 자연환경을 훼손하고, 해저바닥과 잦은 접촉으로 인해 마모로 손상되어 태풍 등 자연재해에서 부유구조물과 양식어장 등의 유실 등 잦은 피해 발생과 유동으로 부유물의 정확한 위치파악이 어려워 안전사고의 원인이 된다. 현재 계류로프로 사용되는 섬유로프와 쇠사슬(Chain)의 단점(전단 취약, 고중량, 부식, 내마모, 해양어패류 부착 등)을 개선하며, 수심의 길이만 연결 할 수 있어 정해진 위치를 이탈하지 않고 쇠사슬이 가지고 있는 장점(고인장력)을 지닌 계류로프에 대해 연구 하였다.

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