• Journal of Fashion Business
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• v.8 no.2
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• pp.154-167
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• 2004

The purpose of this study was to develop fashion designs using masks on the basis of plasticity of masks. This study was conducted both theoretically and empirically. In a theoretical study, mask-related research and fashion-related literature were examined. In an empirical study, masks used in collections since the 1990's were analyzed through fashion magazines and fashion web sites. Based on such theoretical researches, masks used in modern fashion collections were divided into accessories and clothing to analyze and three fashion designs were developed on the basis of results described above. This study intended to express a romantic look with primitive mood that added formative elements of a mask to the design concept of "Romantic-Primitive". First, forms of masks were simplified and deconstructed and then some methods such as textile printing, leather handicraft, or applique were expressed.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2008.11a
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• pp.422-427
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• 2008

The major cause of Concrete Spalling at high temperatures can be divided into the Vapor Pressure Rising, caused by the increase in free water temperature within the concrete, and Pore Pressure Rising induced by the vapor moving into dense pores within the concrete. Although the occurrence of spalling within concrete caused by these pressure increases can be assessed experimentally, a close examination into Mechanistic influence against various spalling factors shall be carried out first by using Mathematical Modeling and Theoretical Equations. The Spalling Prospect Process by theoretical mechanism is expedited in order of the following; selection of heating condition (fire strength and flame heating direction), a selection of constituent elements, an analysis of heat transmission, an analysis of moisture movement, distribution of water content, an analysis of pore/vapor pressure, and assessment of spalling occurrence.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 1994.10a
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• pp.69-78
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• 1994

The broadband Power Splitters and Tap-Offs are needed to transmit a number of channels of signals with the high quality of signals. In this paper the design theories and analysis of the theoretical frequency characteristics of the Wilkinson's Power Splitters and Tap-Offs are reviewed. Then it has been showned that the theoretical frequency characteristics of the proposed compensated Wilkinson's Power Splitter and Tap-Off are improved much in comparison with the prototype wikinson's Power Splitter and conventional weakely-coupled Tap-Off. Furthermore the measured results of frequency characteristics for the fabricated circuits show agreement with the theoretical results and hence the validity of the proposed design and analysis methods has been confirmed.

• Transactions of the Korean Society of Mechanical Engineers
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• v.19 no.6
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• pp.1479-1489
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• 1995

In this study, tensile strength and modulus were evaluated for a filament wound ring specimen by split disk test and compared with the theoretical values obtained by the rule of mixtures. The circumferentially wound ring specimens were prepared from 4 types of material systems. The results showed that the measured strengths of the composite systems were considerably lower than the theoretical values due to the local bending stresses around the split disk edges. for the measurement of elastic moduli of the filament wound ring specimens, the effect of friction on the strain of the ring must be taken into account. But the effect of friction between the split disk fixture and the ring specimen can be eliminated by averaging the moduli for loading and unloading state with maintaining the same crosshead rates. The measured elastic moduli of ring specimens showed very good agreement with the theoretical values.

• Proceedings of the KIPE Conference
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• 2003.07a
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• pp.49-53
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• 2003

In this paper, to analyze efficiency characteristic, one of important factors in design of DC-DC converter prototype, theoretically derived power loss of individual components generating in DC-DC converter and compared theoretical results with experimental results. For evaluation of results, active clamp type Forward DC-DC converter with synchronous rectifier was composed of experimental converter. Efficiency result measured in experimental converter was compared with theoretical efficiency result derived in this paper. In comparative results, a fact that derived theoretical value and experimental value comparatively correspond have been able to verify.

• Proceedings of the Korea Concrete Institute Conference
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• 1999.10a
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• pp.455-458
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• 1999

It has been known that buildings having inappropriate expansion joints in their spacings may be subject to exterior damages due to extensive cracks on the outer walls under service loads, and structural damages due to excessive moment induced by temperature changes at ultimate load conditions. Rather inconsistent code provisions are available regarding spacings of expansion joints from different foreign structural codes and even worse, no quantiative measure on spacings is given in our codes for building structures. In order to establish a rational measure on the spacing of expansion joints, theoretical approaches are taken in this study. The developed theoretical formula is, then, converted to design chart for structural designer's convenience in its use. The chart considers both service and ultimate load stages.

• Proceedings of the KSME Conference
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• 2004.11a
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• pp.1401-1406
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• 2004

In this paper, we present the theoretical and numerical results of scavenge characteristics in a small prechamber of an HCCI(Homogeneous Charge Compression Ignition) engine. Two theoretical models are proposed in prediction of the scavenge time and the efficiency ; one is the non-mixing models in which it is assumed that the input gas($CH_{4}$) and the existing gas(air) do not mix with each other, and the other is the fully-mixed model in which the two gases are assumed to mix completely before ejecting to the ambient air. Focus is also given to the effect on the scavenge performance of the size of the chamber oulet.

• Magazine of the Korean Society of Agricultural Engineers
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• v.31 no.2
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• pp.135-143
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• 1989

The in-plane permeabilities for domestic geotextile products are calculated by some theoretical formulas and compared with them obtained by experiments to examine the suitability of those formulas. The results obtained are as follows: 1. It appears that the diameter of the filament yarn is larger and more uniform than that of the staple fiber according to the microscopic analysis on the geotextile 2. The in-plane permeability of the geotextile shows that the theoretical values by drag and channel theory is close to the experimental ones. 3. The porosity of the geotextile is hardly influenced by normal pressure. 4. In the case of the same thickness of the geotextile the side surface area of the filament yarn is larger than that of the staple fiber. 5. The capillary height of the geotextile shows that the theoretical values is close to the experimental ones and thick geotextile is higher than thin geotextile.

• Journal of the Korean Society for Precision Engineering
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• v.17 no.2
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• pp.151-160
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• 2000

An experimental and theoretical analysis for the improvement of dynamic characteristics and design of electro-hydraulic flow control servo valve are performed. The theoretical results are compared with the experimental step responses, and the important design parameters of an electro-hydraulic flow control servo valve are derived by using the simulation program. Simulation parameters of nozzle jet coefficient and orifice and spool valve discharge coefficient are given through experiment. The theoretical and experimental step response curves show that the valve gain depends on the fixed orifice and nozzle $ratio(R_on)$ and is maximum at $R_on=1.$ And drain orifice in the flapper - nozzle return line creates a small back pressure, which improves the performance fur the valve.

• Journal of Ocean Engineering and Technology
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• v.15 no.4
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• pp.86-91
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• 2001

In lateral ground flow, slope stability, and land slide problems, H-piles have been often used for a horizontally deforming ground to prevent the failure of mass of soil in a downward and outward movement of a slope. Here, Theoretical equations are derived to estimate the lateral force, assuming that the Mohr-coulomb's Plastic states occures in the ground just around H-piles. In this study, the mechanism of lateral force acting on passive pile that is in a row, situated in the ground undergoing plastic deformation was discussed, and its theoretical analysis was carried out considering the interval between H-piles. The solution of the theoretical equation derived from here showed resonable characteristic for constants of soil as well as for the interval, widths, and heights of H-pile.