• The Research Journal of the Costume Culture
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• v.7 no.2
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• pp.289-303
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• 1999

This study aimed to provide basic data for designing adaptive dresses for the disabled elderly. The procedure of this study consisted of 3 parts ; 1. the survey of 205 nursing-care providers who take care of the disabled elderly, 2. the market survey of dadptive dresses for the disabled elderly, 3. wearing-tests of those adaptive dresses which are in the market. The results are as follows ; 1. The most popular style for the disabled elderly in nursing facilities was non-collar, regular pajamas. And the most favorite design was a pajama\`s style which has no collar but has a round neckline, front opening and 7/10 length shirt\`s sleeves, with pants of an elastic band waist. And the most desirable fabric was a physiologically comfortable one. 2. The system of adaptive dress sizes for the Korean elderly consisted of 85, 95, 105 ㎝, while that for the japanese elderly was divided into F/S/M/L/LL according to gender. 3. In the case of a pajama\`s style. it is necessary for the elderly men in the facilities need bigger sizes for their jump suits. When we tested the adaptive dresses for the elderly in the nursing facilities, in the case of a pajama\`s style, it was most difficult for us to pull pants over around the buttocks. In the case of jump suits, it was most difficult for us to dress and undress the adaptive dresses around the chest.

• 제어로봇시스템학회:학술대회논문집
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• 2004.08a
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• pp.143-148
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• 2004

This paper presents the two modes for maximum power point tracking of the photovoltaic system. The method combines the merits of the two methods consisting of the open circuit method and the three point weight comparison method. The maximum point found by this method is exactly than by the open circuit method. By the simulation results, the actual maximum point can be found that is better than the Perturb and Observe (P&O) method or the three point weight method only one method, especially, in the case of non regular pattern of Power-Voltage (P-V) curve.

• Journal of the Korean Mathematical Society
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• v.53 no.4
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• pp.725-735
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• 2016

A pair of bodies rolling on each other is an interesting example of nonholonomic systems in control theory. There is a geometric condition equivalent to the rolling constraint which enables us to generalize the rolling motions for any two-dimensional Riemannian manifolds. This system has a five-dimensional phase space. In order to study the controllability of the rolling surfaces, we lift the system to a six-dimensional space and show that the lifted system is controllable unless the two surfaces have isometric universal covering spaces. In the non-controllable case there are some three-dimensional orbits each of which corresponds to an isometry of the universal covering spaces.

• Computational Structural Engineering
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• v.9 no.1
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• pp.133-139
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• 1996

In this paper, an approximate method is developed to obtain the natural frequencies of the out of plane vibration of circular curved beams. The governing differential equations are derived using the dynamic equilibrium equations with the Timoshenko theory, and solved numerically. The Runge-Kutta method and Regula-Falsi method are used to integrate the differential equations and to determine the natural frequencies, respectively. In numerical examples, the hinged-hinged and clamped-clamped end constraints are considered. For each case, the four lowest natural frequencies are reported as functions of four non-dimensional system parameters.

• Journal of Engineering Education Research
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• v.14 no.4
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• pp.62-68
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• 2011

Many engineering schools in Korea implement ABEEK programs. One of the core parts of ABEEK is accreditation criterion 2, the program outcomes and their appraisal. This paper tries to discuss the program outcomes and to study the impact of applying the program outcomes to one of the graduation requirements. We show simple survey results for implementing ABEEK programs concerning the program outcomes and their relation to graduation requirements. If the program outcomes are used as one of the graduation requirements, some graduates may satisfy the average grade point for graduation requirements but can not meet the program outcome criteria satisfied by other than regular classes. In this case, the graduate may have trouble to try to meet the program outcome criteria, since he may not be able to stay in school without taking classes. The problems of setting the levels of program outcomes as graduation requirements, non classwork related program outcomes, and work burden to professors should be also prudently reviewed for successful ABEEK implementation.

• Journal of the Korean Data and Information Science Society
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• v.21 no.6
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• pp.1327-1335
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• 2010

In this paper, we want to develop objective priors for the common location parameter in two half-t distributions with unequal scale parameters. The half-t distribution is a non-regular class of distribution. One can not develop the reference prior by using the algorithm of Berger of Bernardo (1989). Specially, we derive the reference priors and prove the propriety of joint posterior distribution under the developed priors. Through the simulation study, we show that the proposed reference prior matches the target coverage probabilities in a frequentist sense.

• International Journal of Vascular Biomedical Engineering
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• v.3 no.1
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• pp.23-29
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• 2005

We developed a three dimensional cardiac tissue model based on human cardiac cell and mono-domain approximation for action potential propagation. The human myocyte model proposed by ten Tusscher et al. (TNNP model) (2004) for cell electrophysiology and a mono-domain method for electric wave propagation are used to simulate the cardiac tissue propagation mechanism using a finite element method. To delineate non-homogeneity across cardiac tissue layer, we used three types of cardiac cell models. Ansiotropic effect of action potential propagation is also considered in this study. In this 3D anisotropic cardiac tissue with three cell layers, we generated a reentrant wave using S1-S2 protocol. Computational results showed that the reentrant wave was affected by the anisotropic properties of the cells. To test the reentrant wave under pathological state, we simulated a hypertopic model with non-excitable fibroblasts in stochastic manner. Compared with normal tissue, the hypertropic tissue result showed another center of reentrant wave, indicating that the wave pattern can be more easily changed from regular with a concentric focus to irregular multi-focused reentrant waves in case of patients with hypertrophy.

• Journal of Arbitration Studies
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• v.18 no.2
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• pp.149-171
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• 2008

The purpose of this paper is to examine the Measures against Risks in International Investment Agreement: focusing on Umbrella Clause and MIGA. Umbrella Clauses have become a regular feature of international investment agreements and have been included to provide additional protection to investors by covering the contractual obligations in investment agreements between host countries and foreign investors. The meaning of umbrella clauses is one of the most controversial issues with which international arbitral tribunals have been recently confronted with while adjudicating investment disputes brought before them MIGA issues guarantees against non-commercial risks for investments, such as: currency transfer restrictions, expropriations, war and civil disturbances and breach of contract by host governments, and the case that the investor obtains an arbitration award or judical decision for damages and is unable to enforce it after a specified period. Furthermore, MIGA undertakes a wide range of mediation activities designed to remove obstacles to the flow of foreign direct investment in its developing member countries.

• Journal of computational fluids engineering
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• v.17 no.3
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• pp.87-92
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• 2012

The presence of a layer of vegetation which is relevant in river engineering or coastal engineering can modify the overall flow resistance, turbulent characteristics of flow. The patch of vegetation can be modelled and studied in a simple porous cylinder by previous researchers. Fully three dimensional Large Eddy Simulation is conducted in flow past a porous cylinder with a solid volume fraction (SVF) 0f 20%. The porous cylinder of diameter D contains 89 smaller cylinders which diameter is 0.048D in a regular staggered way. Reynolds number based on porous cylinder diameter D and the bulk velocity is 10,000. The large scale shedding is qualitatively similar to the one observed in the non-porous case (SVF=100%). The difference in the dynamics of the separated shear layer and the streamwise flow penetrating through the porous cylinder are compared with those in the non-porous cylinder. In particular, the wake billows form a larger distance from the back of the porous cylinder.

• Wind and Structures
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• v.25 no.2
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• pp.177-193
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• 2017

The accelerated development of new materials, technologies and construction processes, in parallel with advances in computational algorithms and ever growing computational power, is leading to more daring and innovative architectural and structural designs. The search for non-regular building shapes and slender structures, as alternative to the traditional architectural forms that have been prevailing in the building sector, poses important engineering challenges in the assessment of the strength and mechanical stability of non-conventional structures and systems, namely against highly variable actions as wind and seismic forces. In case of complex structures, laboratory experiments are a widely used methodology for strength assessment and loading characterization. Nevertheless, powerful numerical tools providing reliable results are also available today and able to compete with the experimental approach. In this paper the wind action on a free-form complex thin shell is investigated through 3D-CFD simulation in terms of the pressure coefficients and global forces generated. All the modelling aspects and calibrating process are described. The results obtained showed that the CFD technique is effective in the study of the wind effects on complex-shaped structures.