• 수산해양기술연구
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• 제32권3호
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• pp.266-272
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• 1996

The distribution and abundance of fish in the Cheju southeastern area was studied by the combined hydroacoustic and bottom trawl surveys in April 1994 and in July 1995, respectively. The main purpose of these investigations was to provide the basic data for this management and the biomass estimation of commercially important demersal fish stocks in this area. The hydroacoustic surveys were performed by using a 50 kHz scientific echo sounder system with a microcomputer-based echo integrator. Acoustical measurements of fish abundance and distribution were conducted along the cruise tracks of research vessel and during all trawl hauls by continuous echo sounding. The average weight-normalized target strength for demersal fish aggregations was derived from the relationship between the mean volume backscattering strength for the depth strata of trawl hauls and the weight per cubic meter of trawl catches. The geographical distribution of fish stocks in the 1994 survey area was investigated in relation to oceanographic conditions. The results obtained can be summarized as follows: 1. From the 1994 and 1995 survey data, the relationship between the mean volume backscattering strength (, dB) for the depth strata of trawl hauls and the weight (W, kg/$m^3$) per cubic meter of trawl catches was expressed by the following equation = - 32.8+ lOlog(W) The average weighted-target strength value at 50 kHz derived from this equation was .. 32.8 dB/kg. 2. In 1994 and 1995, both surveys showed a trend of decreasing fish abundance toward the southern area of the Cheju Island with high densities offish along the west coast ofth.e Tsushima Island. The highest demersal concentrations in the southern area of the CheJu Island appeared in bottom waters colder than $12^{\circ}C.$. . 3. From the results of combined bottom trawl and hydroacoustic surveys, the estunated fish densities in the southeastern area of the Cheju Island were 1.5488 x $10^-4$kg/$m^3$ in the 1994 surveyand 1.9498 x $10^-4$kg/$m^3$ in the 1995 survey, respectively.

• 해양환경안전학회지
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• 제21권5호
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• pp.543-551
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• 2015

본 논문에서는 교량, 선박 등에 사용하고 해양환경을 고려한 알루미늄 합금(A6082-T-6) 플레이트 거더의 물리적 관계를 살펴보고자 한다. 플레이트 거더는 제품수명주기에 이동하중, 적재하중 등 같은 패치로딩을 경험하게 된다. 이 하중을 받는 알루미늄합금 플레이트 거더의 최종강도에 대해 다수 수치모형을 적용하여 탄소성 대변형 시리즈 해석을 수행하고 회귀분석을 통해 예측식을 제안하였다. 예측식은 최종강도와 세장변수의 상관관계로 나타냈으며 세장변수가 낮을 경우(0-2.3) 약 9 % 정도 오차가 발생하며 높을 경우(2.3-4.0) 약 1-2 % 정도 오차가 발생하였다. 따라서 제안 예측식 적정성은 합리적으로 평가할 수 있는 것으로 확인되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제17권4호
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• pp.38-47
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• 2013

프리캐스트 방식에 의해 제작이 가능한 격자형 강합성 바닥판의 이음부로서 콘크리트 전단키와 고장력볼트 체결로 구성된 조립식 이음부가 제안된 바 있다. 본 연구에서는 콘크리트 전단키와 고장력볼트로 구성된 이음부의 휨강성과 휨강도를 향상시키고자 단면상세를 개선하였고, 구조실험을 통해 얻은 결과를 기존 볼트체결 이음부와 비교 분석하였다. 비교분석 결과에 의하면, 전단스터드와 가외철근에 의한 이음부 콘크리트 보강으로 뚜렷한 전단균열 감소효과가 있었다. 모멘트-곡률 관계로부터 구한 휨강성을 서로 비교해 본 결과, 단면개선 전의 이음부에 비해 약 47% 정도 휨강성이 증가한 것을 알 수 있었다. 또한, 휨강도 비교결과에 의하면 개선된 이음부의 휨강도는 개선 전에 비해 약 32% 증가하였다. 개선된 이음부의 휨성능을 이음부가 없는 단면과 비교하면, 휨강도의 경우 동등 수준 이상이었으나, 휨강성의 경우는 약 37% 정도 더 작은 것으로 분석되었다.

• 대한기계학회논문집A
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• 제37권1호
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• pp.83-88
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• 2013

연쇄붕괴는 충격이나 폭발 등의 비정상 하중에 의하여 구조물의 하중 전달요소가 제거됨으로써 구조물의 일부 또는 전체가 연쇄적으로 붕괴되는 형상을 말한다. 예상외의 하중이 기둥부재에 작용할 경우, 좌굴이 발생하며 내력저하가 급격히 진행되어 붕괴에까지 이르게 된다. 하지만 좌굴 후 에너지를 흡수할 수 있는 잔존내력이 충분하면 붕괴를 막을 수 있다. 따라서, 구조물이 최종 붕괴상태에 도달되는 전 과정에 대한 기둥부재의 하중-변형관계를 명확히 파악할 필요가 있다. 본 논문에서는 비선형유한요소해석을 실시하여 H 형 강재기둥의 단부 구속조건이 고정일 경우 잔존내력의 변화추이를 파악하였다. 또한, 처짐이론을 기반으로 이론식을 도출하여 해석값과의 적합성을 검토하였다.

• 대한물리의학회지
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• 제18권3호
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• pp.31-37
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• 2023

PURPOSE: This study aimed to investigate the relationship between being underweight and respiratory function indicators such as pulmonary function, respiratory muscle strength, and diaphragm thickness in normal adults without lung disease. METHODS: The participants in this experiment were thirty young adults. To compare the respiratory function between the underweight and normal weight individuals, 15 participants were selected from each of the underweight and normal weight groups based on body mass index. Respiratory function tests were conducted through pulmonary function tests and respiratory muscle strength tests. Diaphragm thickness was measure with ultrasonography, and physical characteristics were obtained from grip strength and waist circumference. An independent t-test was used to compare the averages of the parameters measured in the two groups. RESULTS: In the respiratory function tests between the two groups, statistically significant differences (p < .05) emerged in the ratio of the predicted forced vital capacity (%FVC), the ratio of the predicted forced expiratory volume in one second (%FEV1), maximal expiratory pressure (MEP), and diaphragm thickness at the functional residual capacity (FRC). There was no statistically significant difference in the forced vital capacity, forced expiratory volume in one second, maximal inspiratory pressure, diaphragm thickness at the total lung capacity, and thickening ratio (p > .05). CONCLUSION: Decreases in some variables of respiratory function, such as the %FVC, %FEV1, MEP, and diaphragm thickness at the FRC were observed in underweight subjects. However, it is difficult to determine whether it affected the overall respiratory function. Future studies are needed to clearly identify the relationship between being underweight and respiratory function.

• 한국지반공학회논문집
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• 제24권5호
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• pp.79-87
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• 2008

최근에 벤더 엘리먼트를 이용한 현장탄성파 프로브(probe, MudFork로 명명됨)가 개발되어 정밀하고 수월하게 연약지반의 전단파 속도를 측정할 수 있게 되었다. 이 탄성파시험의 용도를 확장하고자 강성도 측정과 함께 전단강도와 밀도를 추정할 수 있는 상관관계를 시도하였다. 인천의 한 연약지반 현장에서 콘시험과 MudFork를 사용하여 현장탄성파시험을 수행하고, 시료를 채취하여 실내에서 삼축압축시험과 병행하여 공시체의 전단파 속도를 측정하였다. 이 결과로부터 연약지반의 전단강도와 전 단파속도의 상관관계와, 밀도와 전 단파속도의 상관관계를 정립하였다.

• 운동영양학회지
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• 제17권2호
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• pp.25-34
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• 2013

This study was conducted to investigate the relationship between ACE gene polymorphism and muscle damage parameters after eccentric exercise. 80 collegiate males were instructed to take an eccentric exercise with the elbow flexor muscle through the modified preacher curl machine for 2 sets of 25 cycles (total 50 cycles). The maximal isometric strength, muscle soreness, creatine kinase (CK), and myoglobin (Mb) were measured before exercise, and 0, 24, 48, 72, and 96 hrs after exercise. The result showed that after the eccentric exercise, the maximal isometric strength significantly decreased by more than 50% (p < 0.001) and the muscle soreness, CK, and Mb significantly increased compared to those before the exercise (p < 0.001). The ACE gene polymorphism of the subjects was classified using real-time polymerase chain reaction (real-time PCR). The result showed that it consisted of 38 cases of type II (46.4%), 33 cases of type ID (43.4%), and 9 cases of type DD (10.2%). The Hardy-Weinberg equilibrium for ACE gene polymorphism was shown to have p = 0.653, which showed that each allele was evenly distributed. Although significant differences in the changes in the maximal isometric strength, muscle soreness, CK, and Mb were found according to time course (p < 0.001), no significant differences in the changes in the maximal isometric strength, muscle soreness, CK, and Mb were found according to ACE gene polymorphism. Furthermore, no significant difference in the changes in the muscle damage parameters was found according to interaction between ACE gene polymorphism and time course (p > 0.05). In conclusion, the level of the muscle damage parameters changed in the injured muscle after eccentric exercise, but these changes in the muscle damage parameters were not affected by ACE gene polymorphism. The result of this study indicates that ACE gene is not a candidate gene that explains muscle damage.

• Journal of the Korean Wood Science and Technology
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• 제43권3호
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• pp.287-294
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• 2015

본 연구는 4개 산지(유고슬라비아, 이탈리아, 영국, 불가리아)의 24년생 글루티노사오리나무를 대상으로 종압축 및 휨강도 특성을 규명하고, 또한 이들을 생장속도(평균연륜폭)와의 관계도 규명하였다. 압축강도는 $231{\sim}326kgf/cm^2$의 범위였고, 산지 간 차이를 보였다. 세 개 산지는 생장이 좋을수록 압축강도 및 압축영계수는 저하되는 것으로 나타났으나, Yugoslavia산지는 생장이 가장 좋으면서도 가장 높은 강도 값을 나타냈다. 휨강도는 $426{\sim}727kgf/cm^2$의 범위였고, 산지 간 차이가 있었다. 휨강도는 생장이 좋을수록 강도 및 영계수가 커지는 것으로 나타났다. 종자 산지가 다른 글루티노사오리나무 중 유고슬라비아산이 좋은 수고생장과, 다른 산지의 약 2배의 흉고직경을 나타내며, 압축, 휨강도에서도 가장 우수하여 생장과 재질면을 고려했을 때 현시점에서 가장 우수한 품종으로 판단된다.

• 한국도로학회논문집
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• 제19권5호
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• pp.33-42
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• 2017

PURPOSES : The purpose of this study is to suggest the construction and quality control method for the re-repair of a deteriorated partial depth repair for sections of Portland cement concrete pavement. METHODS : An experimental construction was conducted to extend the repair width for removing an existing repair section. A removal method was used to ensure early performance for a deteriorated partial depth repair section. Bond strength and split tensile strength were measured at the near vertical interface layer between the existing pavement and repair material. The area was analyzed for various conditions such as the extended repair area and the removing method of the existing repair section. RESULTS : As a result of analysis of bond strength and split tensile strength, the bonding performance of a milling removed section was improved over a cutting and hand breaker removed section. The bond strength was analyzed to increase slightly as the extended repair width for removing the existing repair section increased. The split tensile strength did not show a clear relationship to an increased extended repair width of an existing removed repair section. CONCLUSIONS : The milling removal method should be applied in the removal of existing deteriorated partial depth repair sections. The extended repair width for a re-repair section should be wider than the existing partial depth repair with at least a 75-mm length and width for the bond strength and the split tensile strength.

• Journal of Pharmaceutical Investigation
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• 제38권1호
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• pp.1-8
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• 2008

Planetary ball mill was used to decrease and control the particle size of excipients. The effects of the weight of sample and the revolution number of mill, and grinding time on the particle size of the ground sample were analyzed by response surface methodology. The optimum conditions for the milling of microcrystalline cellulose were 38.82 g of the weight of sample and 259 rpm of the revolution number of mill, and 45 minutes of grinding time. The predicted value of the particle size at the these conditions was $19.02{\mu}m$, of which the experimental value at the similar conditions was $18.68{\mu}m$. The tensile strength of tablets of single-component powders, such as microcrystalline cellulose, hydroxypropylmethyl cellulose and starch, binary mixtures and ground binary mixtures of these powder were measured at various relative densities. It was found that the logarithm of the tensile strength of the tablets was proportional to the relative density. A simple model, based upon Ryshkewitch-Duckworth equation that was originally proposed for porous materials, has been developed in order to predict the relationship between the tensile strength and relative density of ground binary tablets based on the properties of the constituent single-component powders. The validity of the model has been verified with experimental results for ground binary mixtures. It has demonstrated that this model can well predict the tensile strength of ground binary mixtures based upon the properties of single-component powders, such as true density, and the compositions. When the tensile strength of the mixture of microcrystalline cellulose hydroxypropylmethyl cellulose (90:10) and the ground mixture of them were compared, the tensile strength of the ground mixture decreased widely from 45.3 to 5.6% compared to the mixture in case the relative density of tablets was in the range of $0.7{\sim}0.9$. When the tensile strength of the mixture of microcrystalline cellulose starch (80:20) and the ground mixture of them were compared, the tensile strength of the ground mixture decreased widely from 31.0 to 11.6% compared to the mixture in case the relative density of tablets was in the range of $0.7{\sim}0.9$.