• 전산구조공학
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• 제22권1호
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• pp.47-53
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• 2009

• 한국해안해양공학회지
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• 제10권2호
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• pp.64-72
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• 1998

해저자원개발에 사용되는 riser나 TLP의 인장각과 같은 세장해양구조물의 파랑 및 상단부유체의 운동에 대한 동적거동해석을 수행하였다. 구조부재의 유한요소모델을 사용한 수치해석기법을 개발하고 규칙파에 대한 시간영역해석을 수행하였다. 본 연구는 상단부유체의 수평 및 수직운동이 구조물의 횡방향거동에 미치는 영향을 분석하였으며, 특히 부유체 수직운동의 영향을 주로하여 패러미터연구를 수행하였다. 수심, 파랑조건 그리고 부유체운동 등 여러경우에 대한 구조물의 변의, 휨응력을 비교검토하였고, 이 해석을 통하여 부유체의 수직운동에 의한 시간변화 인장력으로 야기되는 불안정조건을 검토하였다. 예제해석결과, 부유체의 수평 및 수직운동의 상호작용으로 riser의 동적응답이 증폭되었다. TLP 인장각의 경우 부유체의 수직운동효과가 구조물의 거동에 상당히 크게 작용하는 것으로 나타났다.

• Journal of Advanced Marine Engineering and Technology
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• 제37권6호
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• pp.589-595
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• 2013

본 논문은 플라즈마 절단 면 특성이 I Groove 서브머지드 아크 용접 용락 현상에 미치는 영향과 용락 현상을 감소시키는 방법에 대하여 연구하였다. 조선해양 구조물의 주판은 대부분 후판으로 설계되고 깊은 용입을 얻기 위하여 고 전류를 사용하게 된다. 용접부의 절단 품질에 따라서 서브머지드 아크용접 진행 시 용락 현상이 자주 발생되고 이는 용접부의 품질 저하와 수정 작업을 유발시킨다. 본 연구의 플라즈마 절단 실험에서 나타난 특성으로 I형상 그루브 직각 절단 시 상,하면에 플라즈마 열원에 의한 녹음 현상과 함께 하면 한 방향에 약 2~4도 정도의 각 변형 베벨이 형성됨을 확인하였다. 이는 맞대기 이음에서 용락 현상의 주된 원인이며 모재 절단 시 상면 방향에 I 그루브 형상에 가깝도록 한 방향 기준으로 V형상 그루브 4도 베벨을 시공하여 서브머지드 아크 용접을 실시한 결과 용락 현상을 현저히 저감시키는 결과를 얻을 수 있었다.

• 한국해양환경ㆍ에너지학회지
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• 제18권3호
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• pp.157-165
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• 2015

본 연구는 고리원자력발전소와 신고리원자력발전소로부터 배출되는 온배수의 영향을 받는 해역에서 퇴적물 특성과 대형 저서동물의 군집구조를 조사하고 비교하였다. 두 배출해역의 퇴적물 특성들 중에서 모래와 펄, 유기물의 함량이 통계적으로 유의한 차이를 보였다. 대형 저서동물의 출현종과 개체 수는 고리원자력발전소보다 신고리원자력발전소의 배출해역에서 더 많았으며, 그 수는 이전의 다른 연구결과들과 유사한 수준이었다. 두 원자력발전소의 온배수 배출해역은 퇴적물 특성과 대형 저서동물의 출현종 수에서 유의한 차이를 보였다.

• Steel and Composite Structures
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• 제38권5호
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• pp.563-582
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• 2021

The present study experimentally and analytically investigated the push-out behaviour of H-shaped steel section embedded in ultrahigh-performance fibre-reinforced concrete (UHPFRC). The effect of significant parameters such as the concrete types, fibre content, embedded steel length, transverse reinforcement ratio and concrete cover on the bond stress, development of bond stress along the embedded length and failure mechanism has been reported. The test results show that the bond slip behaviour of steel-UHPFRC is different from the bond slip behaviour of steel-normal concrete and steel-high strength concrete. The bond-slip curves of steel-normal concrete and steel-high strength concrete exhibit brittle behaviour, and the bond strength decreases rapidly after reaching the peak load, with a residual bond strength of approximately one-half of the peak bond strength. The bond-slip curves of steel-UHPFRC show an obvious ductility, which exhibits a unique displacement pseudoplastic effect. The residual bond strength can still reach from 80% to 90% of the peak bond strength. Compared to steel-normal concrete, the transverse confinement of stirrups has a limited effect on the bond strength in the steel-UHPFRC substrate, but a higher stirrup ratio can improve cracking resistance. The experimental campaign quantifies the local bond stress development and finds that the strain distribution in steel follows an exponential rule along the steel embedded length. Based on the theory of mean bond and local bond stress, the present study proposes empirical approaches to predict the ultimate and residual bond resistance with satisfactory precision. The research findings serve to explain the interface bond mechanism between UHPFRC and steel, which is significant for the design of steel-UHPFRC composite structures and verify the feasibility of eliminating longitudinal rebars and stirrups by using UHPFRC in composite columns.

• Geomechanics and Engineering
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• 제34권4호
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• pp.397-408
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• 2023

Pipe pile walls are commonly used as retaining structures for excavation projects, particularly in densely populated coastal cities such as Hong Kong. Pipe pile walls are preferred in reclaimed land due to their cost-effectiveness and convenience for installation. However, the pre-bored piling techniques used to install pipe piles can cause significant ground disturbance, posing risks to nearby sensitive structures. This study reports a well-documented case history in a reclamation site, and it was found that pipe piling could induce ground settlement of up to 100 mm. Statutory design submissions in Hong Kong typically specify a ground settlement alarm level of 10 mm, which is significantly lower than the actual settlement observed in this study. In addition, lateral soil movement of approximately 70 mm was detected in the marine deposit. The lateral soil displacement in the marine deposit was found to be up to 3.4 and 3.1 times that of sand fill and CDG, respectively, mainly due to the relatively low stiffness of the marine deposit. Based on the monitoring data and site-investigation data, a 3D numerical analysis was established to back-analyze soil movements due to the installation of the pipe pile wall. The comparison between measured and computed results indicates that the equivalent ground loss ratio is 20%, 40%, and 20% for the fill, marine deposit and CDG, respectively. The maximum ground settlement increases with an increase in the ground loss ratio of the marine deposit, whereas the associated influence radius remains stationary at 1.2 times the pipe pile wall depth (H). The maximum ground settlement increases rapidly when the thickness of marine deposit is less than 0.32H, particularly for the ground loss ratio of larger than 40%. This study provides new insights into the pipe piling construction in reclamation sites.

• Archives of Pharmacal Research
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• 제26권7호
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• pp.532-534
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• 2003

Kojic acid dimethyl ether (1), and the known kojic acid mono methyl ether (2), kojic acid (3) and phomaligol A (4) have been isolated from the organic extract of the broth of the marine-derived fungus Altenaria sp. collected from the surface of the marine green alga Ulva pertusa. The structures were assigned on the basis of comprehensive spectroscopic analyses. Each isolate was tested for its tyrosinase inhibitory activity. Kojic acid (3) was found to have significant tyrosinase inhibitory activity, but compounds 1, 2, and 4 were found to be inactive.

• 한국결정학회지
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• 제16권2호
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• pp.66-74
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• 2005

다양한 생리활성을 가지는 marine natural products는 일반적인 secondary metabolites와 유사한 구조를 가지는데, 염소, 브롬, 요오드의 할로겐 원소에 의해 수식이 되어있는 것이 일반적이다. Vanadium haloperoxidase는 이러한 marine natural products의 생산에 중요한 효소로 vanadate를 조효소로 하는 금속효소이다. 본 리뷰에서는 vanadium haloperoxidase의 분리와 단백질 구조를 살펴보고, 이 금속효소의 작용기작에 대해서 설명할 것이다. 마지막으로, vanadium haloperoxidase의 반응성과 secondary metabolites 중 indole, terpenoids, acetogenins의 생합성 예를 살펴볼 것이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표회 논문집(I)
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• pp.217-222
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• 1998

In these days, mostof marine structures are constructed by reinforcement concrete due to economic reason. Theoretically, it is widely recognized that rebar in sound concrete is safe against corrosion because of the high alkalinity of concrete. However, corrosion for reinforcement concrete made by marine aggregate and exposed to ocean enviroments has become serious social problem. Especially in Korea, with the rapid economic growth construction activities have been accelerated and needed more natural aggregate. Therefore, inevitably marine aggregate had to be used due to limitation of good quality aggregate. In this study, as a part of efforts to establish the fundamental counterplan on corrosion problems related to marine aggregate, concrete specimens with chloride containing material and inhibitor have been studied. And, in order to analyze corrosion characteristics several electrochemical techniques including half-cell potential survery, linear and cyclic polarization tests were carried out.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.822-825
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• 2004

Corrosion of reinforced concrete structures in marine environment is one of the most important mechanism of deterioration. The conventional repair techniques of concrete structure damaged by chloride attack consist of removing damaged concrete, cleaning rebar and patching with cement-based materials. However, recently, this method was considered to be ineffective for marine concrete structure in tidal zone. It is necessary to select proper repair method for domestic marine environment which shows broad tidal zone. This paper reports the results of repair of highway concrete bridge damaged by chloride attack in domestic marine environment.