• 한국강구조학회 논문집
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• 제29권5호
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• pp.389-400
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• 2017

U형 합성보를 근간으로 층고절감과 공기단축을 위하여 경제적이고 효율적인 새로운 형상의 AU합성보를 연구하였다. 그러나 U형 단면의 특성상 상부가 개방되어 폭 고정을 위한 별도의 철물이 필요하며 U형 단면과 콘크리트 사이의 합성을 위하여 수평전단력에 대한 저항체가 필요하다. 이러한 단점을 보완하기 위하여 A형의 덮개형 강재앵커를 개발하였다. 본 연구에서는 A형의 덮개형 강재앵커에 대한 직접전단실험을 수행하고 수평전단력에 의한 내력을 평가하였다. 덮개형 강재앵커는 적용되는 데크플레이트의 형상에 따라 연속형과 단속형으로 구분하였다. 실험 결과, 연속형의 경우 스터드 앵커와 동일한 구조적 거동으로 강도와 변위가 스터드 앵커 이상으로 발휘하여 스터드앵커와 동일하게 평가할 수 있다. 단속형의 경우는 직접전단실험과 단순모델의 유한요해석을 통해 폭-높이비가 증가할수록 전단강도가 감소하였다. 이에 따라 스터드앵커의 전단강도식을 개선하여 성능평가식을 제안하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제24권4호
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• pp.10-17
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• 2020

최근 국내에 발생한 지진으로 인해 많은 학교 건물들에 크고 작은 피해가 발생하였다. 학교 건축물은 재난 발생시 대피소로 사용되는 중요 건물로서 비내진 건축물일 경우 여러 방법으로 내진 보강이 진행 중이다. 내진보강 공법 중 내부 철골가새골조형 공법은 비교적 시공이 용이하고 성능이 우수하여 많이 사용되고 있다. 본 연구에서는 기존 철근콘크리트 학교 건물에 철골 가새 골조를 적용하여 수평반복가력해석을 수행하여 최대전단력 및 변위를 비교검토 하였다. 그 결과로 해석 모델의 적정성을 확인하였고, 기존 학교 건축물의 1경간에 대한 가새- 높이비에 따른 효과를 비교 검토하였다. 가새- 높이비 0.3의 모델에서 최대 전단내력과 변위관계에서의 적정성을 확인할 수 있었다. 또한, 실제 비 내진 철근콘크리트 학교 건축물에 철골가새를 적용시켜 가새- 높이비에 따른 비선형정적해석을 수행하여 내진 성능을 검토하였다. 그 결과, 가새- 높이비 0.3에서 부재의 붕괴가 없는 적절한 내진효과를 보이고 있다. 가새 높이의 증가는 최대전단력과 인명안전 수준의 성능점에서 최대 하중을 증가시키는 효과를 나타내고 있으나, 횡강성의 증가로 인한 가새 골조 주변 부재의 붕괴가 발생하므로, 적정한 가새 높이에 따른 내진 보강이 필요하다는 것을 알 수 있었다. 따라서, 기존 학교건축물의 가새 골조의 내진보강 설계에 있어서 가새 높이에 따른 보강해석을 고려한 후 가새 높이를 선정하고 적절한 보강 개수와 보강위치를 정하는 것이 필요한 것으로 사료된다.

• 한국해양공학회지
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• 제28권1호
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• pp.28-33
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• 2014

The Korean icebreaking research vessel "Araon" performed four sea trials in the Arctic and Antarctic Seas. The ice properties, such as the ice thickness, floe size, ice strength, and power of the vessel were quite different in these trials. To compare the speeds of ship with the same ice strength and power, the AARC (Arker Arctic Research Center) method is used with a vessel power of 10 MW and an ice strength of 630 Pa in this paper. Based on the analysis results, the speed of the ship was 1.62 knots (0.83 m/s) with a 1.02-m ice thickness and 2.5-km floe size, 5.3 knots (2.73 m/s) with a 1.2-m ice thickness and 1.0-km floe size, and 13.8 knots (7.10 m/s) with a 1.1-m ice thickness and 200-m floe size. The analysis results showed that the ship speed and floe size have an inversely proportional relationship. Two reasonable reasons are given in this paper for the final result. One is an ice breaking phenomenon, and the other is the effect of the ice floe mass. For the breaking phenomenon, the ice breaking force is very small because the ice floe is not breaking but tearing when a ship is passing through a small ice floe. Regarding the effect of the ice floe mass, it is impossible for a ship to push and tear an ice floe if the mass of the ice floe is too large compared to the mass of the ship. The velocity of the ship decreases when the ice floe has a large mass and a large size because the ship has to break the ice floe to move forward.

• Earthquakes and Structures
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• 제8권5호
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• pp.1215-1240
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• 2015

In this paper, the Theory of Plastic Mechanism Control (TPMC) is applied to the seismic design of dual systems composed by moment-resisting frames and Chevron braced frames. The application of TPMC is aimed at the design of dual systems able to guarantee, under seismic horizontal forces, the development of a collapse mechanism of global type. This design goal is of primary importance in seismic design of structures, because partial failure modes and soft-storey mechanisms have to be absolutely prevented due to the worsening of the energy dissipation capacity of structures and the resulting increase of the probability of failure during severe ground motions. With reference to the examined structural typology, diagonal and beam sections are assumed to be known quantities, because they are, respectively, designed to withstand the whole seismic actions and to withstand vertical loads and the net downward force resulting from the unbalanced axial forces acting in the diagonals. Conversely column sections are designed to assure the yielding of all the beam ends of moment-frames and the yielding and the buckling of tensile and compressed diagonals of the V-Braced part, respectively. In this work, a detailed designed example dealing with the application of TPMC to moment frame-chevron brace dual systems is provided with reference to an eight storey scheme and the design procedure is validated by means of non-linear static analyses aimed to check the actual pattern of yielding. The results of push-over analyses are compared with those obtained for the dual system designed according to Eurocode 8 provisions.

• 수산경영론집
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• 제50권4호
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• pp.29-44
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• 2019

This paper examines the trend of restructuring and direction of management response in the Large Purse Seine Fishery. The large-scale fishing industry is one of the most popular fishing areas in the coastal area, and it has been developed by providing exclusive supplies of many types of catchy fish, such as mackerel and horse mackerel through physical productivity in fleet operations. However, the Large Purse Seine Fishery has been declining in profitability due to the deterioration of the business environment since 2000. It is at a crossroads whether it will disappear or regenerate as it is. The Large Purse Seine Fishery's current problems are: firstly, the continued deterioration of the fishery business balance and worsening labor problems, secondly, insufficient freshness management and quality control after landing, and thirdly, import competition. The fourth is the intensification of the market competition, which is the evolution of fishing variability and the increase in the proportion of small fish. The fifth is the reduction of the operating fishing ground due to the suspension of mutual fishing in Korea and Japan. To address these problems and suggest management response directions for the survival of large-scale fishing businesses is as follows. First, a sustainable production system should be established through strengthening resource management and promoting international fisheries cooperation. Second, the profitability of fishing management should be improved by introducing a low-cost supplier system and securing a stable labor force. Third, we should improve the leading and quality control of catch, improve the high value-added value of catch through brand development, and secure competitive advantage with imported produce. Finally, the government should establish a cooperative system among private sector, government, and research institutes to push ahead with these tasks and strengthen the competitiveness of the front and rear industries.

• 대한인간공학회지
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• 제26권2호
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• pp.131-136
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• 2007

In this study, we developed an active ankle-foot orthosis(AAFO) which can control dorsi/ plantar flexion of the ankle joint to prevent foot drop and toe drag during walking. 3D gait analyses were performed on five healthy subjects under three different gait conditions: the normal gait without AFO, the SAFO gait with the conventional plastic AFO, and the AAFO gait with the developed AFO. As a result, the developed AAFO preeminently induced the normal gait compared to the SAFO. Additionally, AAFO prevented foot drop by proper plantarflexion during loading response and provided enough plantarflexion moment as a driving force to walk forward by sufficient push-off during pre-swing. AAFO also could prevent toe drag by proper dorsiflexion during swing phase. These results indicate that the developed AAFO may have more clinical benefits to treat foot drop and toe drag, compared to conventional AFOs, and also may be useful in patients with other orthotic devices.

• 대한토목학회논문집
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• 제41권2호
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• pp.101-111
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• 2021

전단마찰 시험체는 재하형태에 따라 압축재하와 인장재하 시험으로 구분된다. 인장재하 시험의 경우에는 외력으로 작용하는 수직방향 인장력에 의하여 전단응력 및 수직방향 인장응력이 유발된다. 이 연구에서는 압축장 이론을 이용하여 인장재하 시험체의 전단전달강도를 평가하였으며, 2축-응력 상태의 콘크리트 최대 압축강도의 변화를 고려하기 위하여 수정압축장이론, 연화트러스모델의 구성방정식을 사용하였다. 타당성 검증을 위하여 과거 연구자들에 의해 수행된 직접전단강도 실험값들과 압축장 이론을 이용하여 구한 값들을 비교한 결과, 비균열 인장재하 시험체의 경우 예측값과 실측치가 대체적으로 잘 일치함을 확인하였다. 또한 콘크리트 스트럿의 유효압축강도를 고려한 전단강도 평가식을 제안하고, 기존 문헌에 수록된 실험결과와 비교함으로써 제안식의 적용 가능성을 검증하였다.

• 멤브레인
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• 제32권6호
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• pp.401-410
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• 2022

수산화리튬(LiOH)에 대한 수요는 현재의 대안들에 비해 환경에 대한 효율성과 안전성 때문에 매년 증가하고 있다. 리튬은 다른 염분과 염수 호수에서 발견될 수 있으며, 나중에 합성되어 다양한 용도로 LiOH를 생성한다. 리튬 이온을 분리 및 회수하기 위해 다양한 방법이 사용되며, 그 중 가장 일반적인 방법은 전기투석법(ED)이다. ED는 이온을 한쪽에서 다른 쪽으로 밀어내는 구동력으로서 그 층의 전위차에 작용하는 멤브레인 기반 분리 기술이다. ED의 이온교환막(IEM)은 유체역학적 부피에 따라 상이한 이온의 선택성이 달라지기 때문에 공정을 효율적으로 만든다. 본 총설에서는 리튬이온의 회수를 향상시키기 위한 ED와 IEM의 서로 다른 변화 전략이 논의된다.

• 천문학회보
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• 제46권2호
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• pp.76.3-77
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• 2021

GMT secondary mirror system consists of 7 segmented adaptive mirrors. Each segment consists of a thin shell mirror, actuators and a reference body. The thin shell has a few millimeters of thickness so that it can be easily bent by push and pull force of actuators to compensate the wavefront disturbance of light due to air turbulence. The one end of actuator is supported by the reference body and the other end is adapted to this thin shell. One of critical role of the reference body is to provide the reference surface for the thin shell actuators. Therefore, the reference body is one of key components to succeed in development of GMT ASM. Recently, Korea Research Institute of Standards and Science (KRISS) and University of Arizona (UA) has signed a contract that they will cooperate to develop the first set of off-axis reference body for GMT ASM. This project started August 2021 and will be finished in Dec. 2022. The reference body has total 675 holes to accommodate actuators and 144 pockets for lightweighting. The rear surface has a curved rib shape with radius of curvature of 4387 mm with offset of 128.32mm. Since this reference body is placed just above the thin shell so that the front surface shape needs to be close to that of thin shell. The front surface has a concave off-axis asphere, of which radius of curvature is 4165.99 mm and off-axis distance is about 1088 mm. The material is Zerodur CTE class 1 (CTE=0.05 ppm/oC) from SCHOTT. All the actuator holes and pockets are machined normal to the front surface. It is a very complex challenging optical elements that involves sophisticated machining process as well as accurate metrology. After finishing the fabrication of reference body in KRISS, it will be shipped to UA for final touches and finally sent to Adoptica in Italy, in early 2023. This paper presets the development plan for the GMT ASM Reference Body and relevant fabrication and metrology plans.

• 대한치과기공학회지
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• 제28권2호
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• pp.331-346
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• 2006

Free-end partial dentures, which are supported by teeth surrounded by dental root membranes and elastic mucous membrane tissues, may cause stress to the abutment teeth due to external force imposed on the denture base, increase the mobility of the abutment teeth, and bring about a change in the periodontal tissue. General retainers used in partial dentures are categorized into clasp, attachment, and Konus crown. Stress imposed on the abutment teeth and mobility of the denture base have relations with the lifetime of a crown and abutment teeth, and have direct relations with the chewing ability. Thus, a need arises to make a comparative analysis of stress of the three direct retainers on the abutment teeth and interpret the mobility of the denture base. This study designed three kinds of removable partial dentures (one kind of attachment partial denture, one kind of Konus crown partial denture, and one kind of clasp partial denture), and fabricated Dentiforms of bilateral partial dentures (Kennedy Class I) with lower left 1st premolar and lower right 1st and 2nd premolars being as the abutment teeth. A strain gauge was installed in the mesial and distal surface of the lowerr left 1st premolar (No. 34) of the fabricated dentiform and in the lower part of the denture base, and installed were a clasp partial denture, an attachment partial denture, and a Konus crown partial denture. Then, the vertical static load of 5kgf and 7.5kgf at the occlusion surface of the lower left No. 6 molar was generated for a total of 20 frequencies of load each using a push-full gauge, and thus a change in the output of the strain gauge was measured. With the respective application of Konus crown, attachment and RPI clasp in the free-end partial denture, surveyed was the distribution of stress imposed on the abutment teeth and the denture base according to the location of occlusion force load so as to come up with the following results. 1. Konus crown and attachment partial dentures generated much stress, and more stress on the abutment teeth than RPI clasp dentures did. Attachment dentures tended to further intensify stress on the abutment teeth than Konus crown dentures did. 2. Attachment dentures and Konus dentures imposed less stress on the denture base than RPI clasp dentures did. There was no stress difference between Attachment and Konus crown dentures. 3. Dentures that were designed with the application of retainers using sturdy linkage methods tended to be less mobile.