• Journal of Industrial Technology
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• v.16
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• pp.123-129
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• 1996

A method of calculating the natural frequency corresponding to the first mode of vibration of beams and tower structures with irregular cross-sections and with arbitrary boundary conditions was developed and reported by D. H. Kim in 1974. In order to obtain the natural frequency by the presented method, the first step to take is to obtain the deflection influence surfaces. In design and analysis of any structure, the first step to be taken is to obtain this deflection influence surfaces. Any method can be used for this purpose. Then using this surfaces, deflections, slopes, moments, shears, and natural frequencies can be obtained by differentiating either the continuous function or discrete function defined at certain points. The merit of the presented method is that the natural frequency can be obtained by the deflection influence surfaces obtaining which is the first step in structural analysis.

• Current Optics and Photonics
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• v.1 no.3
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• pp.233-238
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• 2017

In this paper we propose a freeform secondary lens for an LED fishing/working lamp (LFWL). This innovative LED lamp is used to replace the traditional HID fishing lamp, to satisfy the lighting demands of fishing and the on-board activities on fishing boats. To realize the freeform lens's geometry, Gaussian decomposition is involved in our optics-design process for approaching the targeted light intensity distribution curve (LIDC) of the LFWL lens. The simulated results show that the illumination on the deck, on the sea's surface, and underwater shows only small differences between LED fishing/working lamps and HID fishing lamps. Meanwhile, a lighting efficiency of 91% with just one third of the power consumption can be achieved, when the proposed LED fishing/working lamps are used instead of HID fishing lamps.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2004.05a
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• pp.433-437
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• 2004

A provision crane is generally installed on the upper deck to the rear of the accommodation of the ship in order to load and unload engine part or something heavy. There are two types of provision cranes: one is jib-type and the other is monorail-type. So the natural frequency of the jib-type crane equipment is low, therefore, there are some possibility of resonance between crane structure and the main excitation sources of the ship in normal operating range. This study describe a vibration reduction technique for provision crane by applying a proper countermeasure through finite element analysis and modal test. In order to find out weak point in design of provision crane, a sensitive analysis has been performed.

• Structural Engineering and Mechanics
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• v.45 no.5
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• pp.703-722
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• 2013

In this paper a study about concrete arch bridges built by lattice cantilevers is presented. Lattice cantilevers are partial structures composed of deck, arch, piers and provisional steel diagonals, organized as reticular cantilever girders, in order to build arch bridges without the use of centrings, supports or temporary towers. Characteristics of this construction methodology with its variants are explained together with their implications in the erection sequence. Partial elastic scheme method is implemented in order to find initial forces of temporary cables and a forward analysis is carried out to follow the actual sequence of construction, by extending a procedure already applied to concrete cable-stayed bridges and to arches built by the classical suspended cantilever method. A numerical application on a case-study of a concrete arch bridge is performed together with a comparison between different methodologies followed for its construction sequence. Differences between erection by lattice cantilevers and cable-stayed cantilevers, are discussed. Results can be useful for designers in conceptual design of concrete arch bridges.

• Journal of the Korean Institute of Rural Architecture
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• v.12 no.2
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• pp.49-58
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• 2010

This study is to clarify the actual condition of some characteristics of a public facilities and the space design of laube of Japanese 3-Kleingartens. The results of this paper is as follows: 1)There are basically all the public facility for maintenance in the kleingartens. B and C Kleingartens have the various public facilities to get the additional experience for members. 2) All the laube is a wood structure, the floor plans are all the same square types. The deck, terrace, and balcony were very useful facilities to agricultural works. 3)The basic rooms of all the laube are usual entry, storage, kitchen, dining, living, bathroom. The floor plan of A and B laube is planned by a closed kitchen, C laube is a living kitchen. The living room of B laube is a variable space, to separating or unity room possibly.

• Journal of the Society of Naval Architects of Korea
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• v.48 no.4
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• pp.342-345
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• 2011

Drillship has several large cranes to handle the various equipments for drilling work. These cranes are supported by crane pedestals which are installed on main deck. Two major loads, i.e., hull girder bending moment and crane operation loading shall be considered to confirm the structural strength in way of crane pedestal. In this paper, the fatigue analysis is performed for the structures in way of crane pedestal considering two(2) loads as mentioned in the above is introduced.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.24 no.12
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• pp.948-953
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• 2014

Many studies using the assumed mode method have been found for the free vibration analysis of stiffened plate with known elastic boundary conditions. However many local structures such as tank edges and equipment foundations consist of connected structures and it is very difficult to find suitable elastic boundary conditions. In this study combined polynomials which satisfy simply and fixedly supported boundary conditions are proposed. The proposed method has been applied to tanks which bounded by bulkhead and a deck. The results of this study shows good agreements with these obtain by the FEA S/W(Patran/Nastran).

• Journal of the Korean Society of Marine Environment & Safety
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• v.4 no.2
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• pp.53-62
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• 1998

International Maritime Organizatin(IMO) has been chosen some of agreements for regulating the international stability criteria of fishing vessels and recommended that each goverment adopts theirs into the domestic law. As a result, 77/93 Fishing Safety Agreement was ratified. Among the above agreement, contents of stability was not only applied to domestic law, but also strenghten considerably compared with existing stability criteria. And even if the calculation guide of stability with recommendations was regualted, Analysis of stability on domestic fishing vessels never have been used according to such a caculation method. Moreover, the caculation of stability criteria caused by strong wind, rolling effect and deck inflow was not considered in the existing basic design program. Therefore, the development of stability criteria program available for such a caculation has been of vital impotance. This research has developed a stability criteria program under 77/93 Fishing Safety Agreement. Also through development of stability criteria program, the stability performance of fishing vessel with 69ton stow-nesting was evaluated.

• Wind and Structures
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• v.2 no.2
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• pp.95-104
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• 1999

The dynamic properties of one-span or multi-span reinforced concrete footbridges of catenary form (see e.g., Fig. 1) include the very low fundamental natural frequency, usually near the step-frequency of pedestrians, and the low damping of bending vibrations. The paper summarized the results of model as well as full-scale measurements with particular reference to the influence of torsional rigidity of the stress-ribbon on the magnitude of aerodynamic response, the results of measurements on footbridges of catenary form being completed by results obtained on footbridges of some other types. Additionally the influence of the local broadening of the bridge deck on the bridge response was tested. Starting from these results the criterion has been derived for the decision, whether the flutter analysis is necessary for the design of the footbridge.

• Proceedings of the Korea Information Processing Society Conference
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• 2017.11a
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• pp.299-301
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• 2017

현대사회에서는 사이버 해킹 공격이 많이 일어나고 있다. 공격이 증가함에 따라 이를 다양한 방법으로 방어하고 탐지하는 연구가 많이 이루어지고 있다. 본 논문은 OpenIOC, STIX, MMDEF 등과 같은 공격자의 방법론 또는 증거를 식별하는 기술 특성 설명을 수집해 놓은 표현들을 기반을 머신러닝과 logstash라는 로그 수집기를 결합하는 새로운 시스템을 제안한다. 시스템은 pc에 공격이 가해졌을 때 로그 수집기를 사용하여 로그를 수집한 후에 로그의 속성 값들의 리스트를 가지고 머신러닝 알고리즘을 통해 학습시켜 분석을 진행한다. 향후에는 제안된 시스템을 실시간 처리 머신러닝 알고리즘을 사용하여 필요로그정보의 구성을 해주면 자동으로 로그정보를 수집하고 필터와 출력을 거쳐 학습을 시켜 자동 침입탐지시스템으로 발전할 수 있을 것이라 예상된다.