• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.71-76
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• 2006

In this paper, a long gauge Fiber Bragg Grating (FBG) sensor system is described and long gauge FBGs are well, suited for measuring the upper parts of the bridge piers under the extremely severe movement conditions. In the experiments, we used more than 30m long FBG sensors to measure the movement of top part of the bridge piers which are separated from the main bridge by cutting the decks. With the actuator, the deck and girders were pushed and released. We checked the movement of the top of the pier while releasing the pressure of the actuator with the long gauge fiber sensor. In order to measure the movement of the upper part of the pier, the reference point must be outside of the pier. Using the optical fiber sensors, one end of the sensor is attached to the top of the pier and the other end is attached to the bottom of the next pier. The fiber sensors showed good response to the release loading and we could calculate the movement of the top part of the pear.

• 대한조선학회 특별논문집
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• 대한조선학회 2006년도 특별논문집
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• pp.34-39
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• 2006

In rough seas, water breaker of the sea-going ships is subject to high impact loads due to the green water and some ships' water breaker suffers structure damage. So, a substantial research on the structural response caused by green water impact is required. In this paper, the green water flow on bow deck is simulated by FDM(finite differential method). Using the results of green water simulation, impact loads on water breaker are calculated. Calculation results of the 6200TEU container ship's structural response to this green water impact pressure are shown and discussed for two condiered calculation conditions.

• 한국항해학회지
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• 제10권2호
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• pp.11-29
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• 1986

As per the expanding needs of marine exploitation, many floating structures have been built. Among these, box-type vessel is considered as the most basic shape, to which plant barges and crane barges belong. Stability problem is very important for vessel. In order to increase transverse stability, this paper employs bulwarks along the upper deck sides of box-type vessels and the emphasis is laid upon the effect of bulwarks on transverse stability. In the present paper, the calculation method of heeling moment acting to the ship due to hydrostatic pressure is suggested, and actual procedures of the calculation for box-type vessels with bulwarks are shown. Furthermore corresponding model tests are carried out in small water tank. Through the comparison between calculated and measured values, it is confirmed that the preset calculation method is useful. And employing bulwarks on box-type vessels is very effective for increase of transverse stability at the heeling angles from about 15 degrees to about degrees.

• 대한조선학회논문집
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• 제40권2호
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• pp.63-68
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• 2003

With the trend of large-sized ship in Korea, recently several hundreds of thousands of U-bolts for a year have been used as a pipe fastener In this paper, we have evaluated the strength for present U-bolt structure by pipe supporting conditions(deck, ceiling and wall mounting type) For this purpose, the equivalent and bending stresses have been calculated by linear elastic analysis using the finite element program ABAQUS. At the same time, a variety of load conditions such as design pressure, weight effect and acceleration are also considered.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.1
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• pp.429-434
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• 2006

It is naturally to be expected that occupational stress on seafarers has specific characters compared to workers engaged in other industries. Because the physical rigors of working and living at sea has been endured as a part of job. The purpose of this paper is to figure out physical changes on seafarers resulted from ordinary shipboard life on the ocean-going cargo vessel. To do this, we performed biochemical inspections testing blood and urine for 28 crews, and measured heart rate of officers engaging in some bridge duties. The tests showed that creatinine, uric acid, total cholesterol, HDL-C, LDL-C of some crews fell down to level which could make a bad impact on human body. And the heart rate of deck officers had vibrated with rather wide amplitude whenever they have got some work-related psychological pressure.

• 한국포장학회지
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• 제6권1호
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• pp.31-36
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• 2000

10개월 숙성된 전통 된장과 고추장을 232 mL의 유리병 용기에 포장조건을 다르게 하여 각각 180g과 150g씩 포장하고, $13^{\circ}C$에서 저장하면서 포장내의 기체조성, 색택, 총산, pH 등의 품질변화를 측정하였다. 포장 처리구로서는 핀홀을 장착시켜서 통기성을 준 경우와 $CO_2$ 흡수제로서 $Ca(OH)_2$를 장착시킨 경우에 대하여 실험하였다. 된장과 고추장 모두에서 대조구 밀봉포장은 저장중 높은 $CO_2$ 분압의 증가를 일으키고 $O_2$ 분압의 감소소멸를 나타내나, 질소분압은 비교적 일정한 수준에서 유지하여 높은 압력을 발생시켰다. 반면에 $Ca(OH)_2$ 함유포장에서는 저장 70일 부근까지 비교적 낮은 $CO_2$ 분압를 유지하여서 큰 압력 발생 없이 저장이 가능하였다. 핀흘을 장착시킨 통기성 포장에서는 $O_2$ 분압과 $N_2$ 분압이 감소하고 $CO_2$ 분압은 계속 상승한 후, 완만히 감소하였다. 이러한 포장내의 기체조성의 변화는 장류의 품질변화에 영향을 미쳐서 핀홀을 가진 포장에서 그 변화의 정도가 상대적으로 약간 작았으나, 된장 포장의 경우 저장 120일 이후에 곰팡이 오염과 성장의 문제점을 가지고 있었다. 저장 70 여일 후에 측정한 미생물 군집의 변화에서는 포장간에 뚜렷한 차이를 발견할 수 없었다. 핀홀 포장은 저장 전기간동안 포장내에 압력 발생 없이 낮은 $O_2$ 농도와 높은 $CO_2$ 농도를 유지하여 상대적으로 작은 품질변화를 얻을 수 있는 것으로 평가되나 냄새유출과 외부로부터의 오염 문제의 해결을 필요로 한다.

• Wind and Structures
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• 제16권4호
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• pp.301-322
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• 2013

Recent major post-hurricane damage assessments in the United States have reported that the most common damages result from the loss of building roof coverings and subsequent wind driven rain intrusion. In an effort to look further into this problem, this paper presents a full-scale (Wall of Wind --WoW--) investigation of external and underneath wind pressures on roof tiles installed on a low-rise building model with various gable roofs. The optimal dimensions for the low-rise building that was tested with the WOW are 2.74 m (9 ft) long, 2.13 m (7 ft) wide, and 2.13 m (7 ft) high. The building is tested with interchangeable gable roofs at three different slopes (2:12; 5:12 and 7:12). The field tiles of these gable roofs are considered with three different tile profiles namely high (HP), medium (MP), and low profiles (LP) in accordance with Florida practice. For the ridge, two different types namely rounded and three-sided tiles were considered. The effect of weather block on the "underneath" pressure that develops between the tiles and the roof deck was also examined. These tests revealed the following: high pressure coefficients for the ridge tile compared to the field tiles, including those located at the corners; considerably higher pressure on the gable end ridge tiles compared to ridge tiles at the middle of the ridge line; and marginally higher pressure on barrel type tiles compared to the three-sided ridge tiles. The weather blocking of clay tiles, while useful in preventing water intrusion, it doesn't have significant effect on the wind loads of the field tiles. The case with weather blocking produces positive mean underneath pressure on the field tiles on the windward side thus reducing the net pressures on the windward surface of the roof. On the leeward side, reductions in net pressure to a non-significant level were observed due to the opposite direction of the internal and external pressures. The effect of the weather blocking on the external pressure on the ridge tile was negligible.

• 콘크리트학회논문집
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• 제15권5호
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• pp.759-767
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• 2003

This paper presents the simplified but more rational analysis method for the prediction of additional internal forces induced in integral abutment bridges. These internal forces depend upon the degree of restraint provided tc the deck by the backfill soil adjacent to the abutments and piles. In addition, effect of the relative flexural stiffness ratio among pile foundations, abutment, and superstructure on the structural behavior is also an important factor. The first part of the paper develops the stiffness matrices, written in terms of the soil stiffness, for the lateral and rotational restraints provided by the backfill soil adjacent to the abutment. The finite difference analysis is conducted and it is confirmed that the results are agreed well with the predictions obtained by the proposed method. The simplified spring model is used in the parametric study on the behavior of simple span and multi-span continuous integral abutment PSC beam bridges in which the abutment height and the flexural rigidity of piles are varied. These results are compared with those obtained by loading Rankine passive earth pressure according to the conventional method. From the results of parametric study, it was shown that the abutment height, the relative flexural rigidity of superstructure and piles, and the earth pressure induced by temperature change greatly affect the overall structural response of the bridge system. It may be possible to obtain more rational and economical designs for integral abutment bridges by the proposed method.

• 해양환경안전학회지
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• 제14권1호
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• pp.89-93
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• 2008

보강판은 선박이나 해양구조물에서 폭넓게 사용되고 있는 기본적인 강도 부재이다. 이러한 보강판은 선박의 갑판부, 선측부, 선저부에 흔히 사용되고 있다. 보강판은 보강재가 어느 한 방향으로 또는 양방향으로 구성되어 있으며 후자에 대해서 보통 그릴리지라고 한다. 보강판의 좌굴 및 소성붕괴는 선각거더의 파손 원인이 되므로 좌굴 및 최종강도가 정확하게 규명할 필요가 있다. 본 연구에서는 범용유한요소해석코드인 ANSYS를 이용하여 좌굴 및 좌굴 후 거동에 대한 평가를 수행하고 보강재 치수변화, 수압의 영향을 고려하여 압축최종강도에 대해 해석 수행하였다.

• 대한기계학회논문집A
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• 제36권12호
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• pp.1551-1561
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• 2012

플레저 선박은 주로 FRP(Fiber reinforced plastic)를 주재료로 제작되고 있으나 2000년대에 들어오면서 FRP 선체에 대한 환경오염 및 해양안전에 관한 법규 규제가 강화되고 있다. 즉, FRP는 재활용이 불가능하며 폐기시 자연에서 분해되는 데 100년이상 걸리는 매우 반환경적 특성을 가지고 있다. 일반 선체 재료로서는 강, 알루미늄, FRP를 제안하고 있으며 이에 따른 구조설계규격 및 재료설계강도를 제안하고 있다. 그러나 소형 선박에 적합한 염가 재료에 대한 연구는 전혀 진행되지 않고 있으며 단지 소형조선산 업계에서 카누나 카약 선체를 폴리에틸렌을 이용하여 제작하여 판매하고 있다. 따라서 본 연구에서는 고 밀도 폴리에틸렌을 이용하여 보트를 설계 및 제작하기 위하여 실적선을 기초로 선체의 선형을 완성한 뒤 ISO 12215-5의 소형 선체에 대한 구조설계기준을 적용하여 선체 치수를 결정하였다.