• Proceedings of the Zoological Society Korea Conference
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• 1998.10b
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• pp.356.2-356
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• 1998

No Abstract, See Full Text

• Proceedings of the Earthquake Engineering Society of Korea Conference
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• 2001.04a
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• pp.152-162
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• 2001

Comparison of results from two different methods of soil-structure dynamic interaction analysis is presented. Two methods include transfromed static and seismic response analyes. In seismic response analysis, the difference in result of total stress analysis relative to effective stress analysis is investigated.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2008.04a
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• pp.963-963
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• 2008

• Proceedings of the Korean Vacuum Society Conference
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• 1997.02a
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• pp.180-180
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• 1997

• Proceedings of the Microbiological Society of Korea Conference
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• 2008.05a
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• pp.106-106
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• 2008

• Proceedings of the PSK Conference
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• 2001.10a
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• pp.282.1-282.1
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• 2001

• Journal of Engineering Education Research
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• v.7 no.3
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• pp.5-18
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• 2004

This paper, as a continuation of 'Job Analysis for developing Vocational Education & Training Program' executed from 1998, is aimed at complementing a guidebook for job analysis developed in 2002 to improve its usage in the areas of education, training and qualification, and at making and distributing basic data to develop curriculum for vocational education, standards for vocational training, and guidelines for making questions in qualification examination for 10 kinds of vocations through job analysis, which were precedently selected, for the purpose, out of environment industry-related vocations drawn from carried out together with this project by our Institute in 2003. The contents of this paper are first, to analyze what have precedently been done for job analysis, second, to complement a guidebook for job analysis, third, to select vocations for which job analysis will be made, and fourth, to carry out job analysis for developing curriculum for vocational education and training and guidelines for making questions and to distribute comprehensive data made on a basis of the results. Paper methods for the purpose of this paper are an analysis on literatures and data related to job analysis, experts councils for complementing job analysis, selecting target vocations and conducting job analysis by the vocations, and job analysis applying DACUM method. In the first place, this report presents job analysis models by procedures for developing curriculum for vocational education and training. The first step is preparation for job analysis, the second step the establishment of job models, the third step the drawn-out of knowledge, skills, and tools, the fourth step the selection of courses and subjects, the fifth step the specification of education and training contents, and the sixth the establishment of guidelines for making questions. In this paper, job analysis for 10 vocations were conducted in accordance with these procedures.

• Archives of design research
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• v.13 no.2
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• pp.45-53
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• 2000

All artists set the arrangement of relative probability subjectively by giving the contrast of color and chroma to give higher probability of some colors in their works and then perform the mechanical assignment. Also the analysis of plastic structure in all areas of design has been made by subjective and qualitative method based on the emotion, intuition and experience of interpreter of design structures and that of color structures was done by the same method. Therefore this study compares and suggests the style characteristics of modern and postmodern design with the object quantitative analysis of color structure by selecting and applying Ilya Chashinik's ceramic dishes as the analysis product of modern design and Jim Melchert's ceramic wall painting as that of postmodern design of 'analysis model of color structure' researched and developed for the quantitative information analysis based on information and communication theory and it is also meaningful in introducing and presenting the analytic procedure and methods centering around quantitative analysis model of color structure analysis.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.3A
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• pp.323-330
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• 2008

The ship collision analysis of steel pile group as protection system of bridge in navigable waterways was performed to analyze the structural characteristics of protective structure during ship collision. The analysis encompassed finite element modeling of ship and pile, modeling of material non-linearity, hard impact analysis, displacement-based analysis and soft impact analysis for collision scenarios. Through the analysis of hard impact with a rigid wall, impact load for each collision type of ship bow was estimated. In the displacement-based analysis the estimate of energy which protection system can absorb within its maximum horizontal clearance so as to secure bridge pier from vessel contact during collision was performed. Soft impact analysis for various collision scenarios was conducted and the collision behaviors of vessel and pile-supported protection system were reviewed for the design of protection system. The understanding of the energy dissipation mechanism of pile supported structure and colliding vessel would give us the optimized design of protective structure.

• Earthquakes and Structures
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• v.15 no.1
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• pp.81-95
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• 2018

Most buildings feature core walls (and shear walls) that are placed eccentrically within the building to fulfil architectural requirements. Contemporary earthquake design standards require three dimensional (3D) dynamic analysis to be undertaken to analyse the imposed seismic actions on this type of buildings. A static method of analysis is always appealing to design practitioners because results from the analysis can always be evaluated independently by manual calculation techniques for quality control purposes. However, the equivalent static analysis method (also known as the lateral load method) which involves application of an equivalent static load at a certain distance from the center of mass of the buildings can generate results that contradict with results from dynamic analysis. In this paper the Generalised Force Method of analysis has been introduced for multi-storey buildings. Algebraic expressions have been derived to provide estimates for the edge displacement ratio taking into account the effects of dynamic torsional actions. The Generalised Force Method which is based on static principles has been shown to be able to make accurate estimates of torsional actions in seismic conditions. The method is illustrated by examples of two multi-storey buildings. Importantly, the black box syndrome of a 3D dynamic analysis of the building can be circumvented.