• 한국해양학회지
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• v.20 no.1
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• pp.50-55
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• 1985

With the serial observation data of the Fisheries Research and Development Agency in Korea and Japan Meteorological Agency from 1969 to 1974, the geostrophic current and volume transport were calculated in the Korea Strait and in the middle of the East Sea (Japan Sea), in order to compare the total volume transport in summer and winter seasons. The results are as follows. The annual mean of the net volume transport of the Korea Strait is 0.19${\times}$10$\^$6/m$\^$3/sec in winter season and 1.33${\times}$10$\^$6/m$\^$3/sec in summer season. The transport through the western and eastern channel of the Korea Srait is almost same in winter season, but the transport of the western channel is much larger than that of the eastern channel in summer season. The annual mean of the net volume transport of the middle section of the East Sea (Japan Sea) is 2.61${\times}$10$\^$6/m$\^$3/sec in winter season and 2.41${\times}$10$\^$6/m$\^$3/sec in summer season. Therefore the transorts are almost same in both seasons. Comparing the transports of the two sections, the transport through the middle section of the East Sea is 13.7 times as large as that of the Korea Strait in winter season and 1.8 times in summer season.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.1
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• pp.233-241
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• 2005

The paper is presented experimental study results on bond stress between profiled steel and concrete in Profiled SPC(Profiled Steel Plate Concrete) rectangular steel tubes through an experimental program in which 13 pull-out specimens were tested. Advantages and class of composite members and current problems of construction work are noted, past research of PSSC is described. An experimental study is described and evaluated. The bond capacity is interrelated with slip at the steel concrete interface. The factors influencing the mechanism of bond stress transfer were the cross section shape, length/diameter, diameter/thickness and environmental parameters (temperature, moisture). The results of experimental program indicated that the force transfer could be characterized into two regions The first region was governed by bond with no relative slip between the profiled steel and concrete. The second region occurs after the chemical debonding. Bond stress transfer in this region was governed by frictional resistance between profiled steel and concrete and cross section shapes. The important factors influencing the magnitude of frictional resistance are the profiled steel shapes, length/diameter and environmental parameters. (temperature, moisture)

• Journal of Korean Society of Steel Construction
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• v.10 no.4 s.37
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• pp.615-627
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• 1998

In order to determine the maximum shear force, the maximum bending moment, the maximum pure torsion. the maximum warping torsion, and the maximum bimoment for the curved girder grid bridges, it is important to find the location of live load applied to the curved girder grid bridges, so that the influence line can be estimated. The fundamental differential equation concerning the behaviour with warping effects for the curved girder is developed by Vlasov. In this paper, the influence line of shear force, bending moment, pure torsion, warping torsion, and bimoment due to unit vertical load and unit torsional moment for curved I-girder grid bridges with variable and constant cross section are obtained by using the finite difference method and compared with respectively.

• Journal of the Korean Recycled Construction Resources Institute
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• v.11 no.1
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• pp.79-88
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• 2023

In this study, a development of the rust formation arising from steel corrosion was modelled to quantify the structural impact in steel reinforced concrete. The interfacial gap, cover depth and diameter of steel rebar were taken for variables in modelling. It was found that the interfacial gap was the most influencing on the structural limit at steel corrosion, followed by steel diameter and cover depth. At 75 mm of cover depth with 20 mm of the steel diameter, the rust amount to reach cracking accounted for 16.95-27.69 ㎛ to 1-10 ㎛ of the interfacial gap. It was found that there was no risk of cracking and structural limit until the rust was formed within the interfacial gap. With a further formation of rust, the concrete section was successively behaved to yielding, cracking and failure. Additionally, the interfacial gap was the most dominant parameter for the rust amount to reach the cracking of concrete at the interfacial zone, whilst the cover depth had a marginal effect on cracking but had a crucial influence on the rust to failure.

• Journal of the Korean GEO-environmental Society
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• v.10 no.7
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• pp.15-23
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• 2009

This research area is a greate section of triple tunnels that passes through the fault fractured zone the in the granite area. In this area, tunnel section, pillar width and overburden height are changed consecutively due to declivity of 1 : 4.5 and slope formation of upper part as changed section. That is, stability estimation for each section varying pillar width can be conducted because tunnel diameter changes gradually from 0.5D to 1.0D according to distance of pillar width. We have estimated the stability of pillar width in triple tunnels with monitoring value, and compared the stability with results of numerical analysis.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2002.05a
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• pp.423-428
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• 2002

A numerical method is presented to obtain natural frequencies and mode shapes of tapered beams with static deflections due to self-weight. The differential equation governing the free vibrations of beam taken into account the static deflection due to self-weight is derived and solved numerically. The hinged-hinged, clamped-clamped and clamped-hinged and clamped-free end constraints are applied in the numerical examples. As the numerical results, the lowest three natural frequencies versus distributed slenderness ratio and section ratio are reported in figures. And for the comparison purpose, the typical mode shapes with the effects of static deflection are presented in figures.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1992.08a
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• pp.173-178
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• 1992

연안역에서 해저지형의 변화를 예측하는 것은 해빈침식제어, 하구폐색, 항로매몰문제, 방파제 및 증ㆍ양식장과 같은 연안시설물의 설치에 있어서 고려하지 않으면 안될 중요한 연구과제의 하나이다. 이러한 해저지형의 변화를 예측하기 위하여는 수평이차원의 국지역에서 순표사량의 정량적인 평가가 필요하다.(중략)

• KAPE Magazine
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• no.73
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• pp.7-9
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• 2002

현행 돼지도체 등급제는 육량과 육질을 종합하여 최종적으로 5개 등급으로 판정하고 있다. 이러한 등급판정체계 하에서는 육량이 우수한 도체라 할지라도 육질이 좋지 않을 경우 상위등급(A$\cdot$B등급)으로 판정 받는 것은 어렵고, 마찬가지로 육질이 우수한 도체라 할지라도 육량이 낮을 경우 상위등급으로 판정 받을 수 없다. 그러므로 상위등급은 육질과 육량이 모두 일정수준이상인 도체로 이해하는 것이 바람직하다. 이는 돼지도체의 등급판정 기준이 체중 및 등지방두께와도 밀접한 상관관계를 가지고 있기 때문이다. 일반적으로 돼지의 성장(체중의 증가)이라 함은 일정기간 동안 몸의 질량이 증가하는 현상으로 품종에 따라 고유한 성장률과 성장기 체중이 있고, 단계별로 생체의 각 조직이나 부위가 균형되게 발육하는 것을 말한다. 대개 체조직의 발육순서는 뇌, 골격, 근육, 지방의 순이며, 각 부위의 발육은 머리, 배, 허리의 순으로 이루어진다고 알려져 있다. 따라서 이번 연구조사에서는 돼지 탕박도체의 중량(성장) 증가에 따른 등지방두께와 등심단면적의 변화, 부위별 중량 및 수율의 변화 등을 알아보고, 또 부위별 수율이 등급판정결과와 성별에 따라 어떠한 영향을 받는지에 대해 알아보고자 실시하였다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.32 no.6
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• pp.383-390
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• 2019

A helideck is one of the essential structures in offshore platforms for the transportation of goods and operating personnel between land and offshore sites. As such, it should be carefully designed and installed for the safety of the offshore platform. In this study, a structural design optimization method for a lightweight offshore helideck is developed based on a genetic algorithm and an attainable design set concept. A helideck consists of several types of structural members such as plates, girders, stiffeners, trusses, and support elements, and the dimensions of these members are typically pre-defined by manufacturers. Therefore, design sets are defined by collecting the standard section data for these members from the American Institute of Steel Construction (AISC), and integer section labels are assigned as design variables in the genetic algorithm. The objective is to minimize the total weight of the offshore helideck while satisfying the maximum allowable stress criterion under various loading conditions including self-weight, wind direction, landing position, and landing condition. In addition, the unity check process is also utilized for additional verification of structural safety against buckling failure of the helideck.

• Journal of dental hygiene science
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• v.14 no.1
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• pp.67-73
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• 2014

This study analyzed 548 pieces of these, which were reported in the Journal of Dental Hygiene Science of having been published from 2001 to Vol. 12, No. 6 in 2012. In conclusion, as for analysis of research design, first, it was the largest in cross sectional research. Second, the research subjects of survey theses were higher in order of dental hygienist and dental hygiene student. Third, number of thesis authors was the largest in order of two persons and three persons. Fourth, statistical method was in order of descriptive statistics, t-test, and ANOVA. Research theme was in order of dental health behavioral science and clinical dental hygiene. Fifth, as for research-expense benefit, only 17.7% was supported research funds. As a result of this study, there should be a research on thesis of diverse designs in the future. There is a need of being performed actively a research on alienated classer or special subjects as well as a research on activity related to dental hygiene.