• 한국엔터테인먼트산업학회논문지
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• 제15권8호
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• pp.161-180
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• 2021

본 연구는 후안 마요르가의 희곡 <하멜린>을 포스트 서사극으로 정의하고, 포스트 서사극으로서의 실제적인 연출 기법을 연구하는 것을 목적으로 한다. 포스트드라마 이후에 등장한 포스트 서사극은 작품을 통해 사회적 문제를 제시하고, 배우와 관객이 상호 작용하며 관객이 몰입과 소외를 통해 직면한 문제에 대해 사유하게 한다. 이를 위해, 포스트 서사극의 이론적 배경을 살펴보고 <하멜린>의 포스트 서사극적 특징을 논의하였다. 이를 토대로 <하멜린>의 연출컨셉과 실제 연출기법에 대해 세부적으로 고찰하였다. 그 과정에서 메타연극적 기법 중 '역할놀이'의 개념을 빌려와 그 정당성과 효과에 대해 논의하였다. 그 결과 관객의 적극적인 태도와 비판적 사고, 포스트 서사극의 특성 강화, 관객 스스로의 의미창발 등 다양한 지각적 체험 및 변화를 가능하게 하였다.

• 미생물학회지
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• 제25권2호
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• pp.103-109
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• 1987

An ozone-sensitive mutant of Escherichia coli strain B, MQ 1844 is described. Its properties, including high sensitivity to ozone and radiation, inducible filamentation, extensive DNA degradation and impaired DNA synthesis following ozonation, are attributable to a mutation in ozrB, a gene which is cotransducible with malB. Based on differences in phenotypic expression as well as on the particular location of this gene on the bacterial chromosome, ozrB appears as distinct from the other ozone-or radiation-sensitivity genes previously described.

• 미생물학회지
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• 제27권4호
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• pp.436-438
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• 1989

We propose a method for rapid evaluation and permanent record of sodium dodecyl sulfate polyacrylamide gel electrophoretic runs. This method is based on the photocopy process, rather than on photography and requires no extensive or expensive investment. Comparison of a print obtained through this method and a 35mm photography indicated, on a balanced gel, equal sensitivity.

• Structural Engineering and Mechanics
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• 제15권4호
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• pp.437-449
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• 2003

The aim of this study is to develop an analytical model of a beam with open cracks and external strengthening which is able to predict its modal scheme components (natural frequencies and mode shapes). The model is valid as far as the excitation level is low enough not to activate non linear effects. The application field of the model are either the prediction of the efficiency of the reinforcement or the non destructive assessment of the structural properties. The degrees of freedom associated to the fault lips must be taken into account in order to introduce the effect of the external strengthening. In a first step, an analytical formulation of a beam with thin notches is proposed according to the references. The model is then extended to incorporate the strengthening consisting in a longitudinal stiffness applied in the vicinity of the cracks. In a second step, the analytical results are compared with these obtained from a finite element simulation.

• Steel and Composite Structures
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• 제3권1호
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• pp.33-46
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• 2003

This study focuses on the influence of a composite external strengthening on the natural frequencies of a steel beam with open cracks. In a first step, the leading parameters associated with the effect of the composite strengthening are experimentally identified. An analytical model is developed in order to quantify the importance of the force transfer within the resin interface. In a second step, the analytical model of a cracked beam with composite external strengthening is compared to experiments.

• Structural Engineering and Mechanics
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• 제19권3호
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• pp.237-260
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• 2005

This paper presents an experimental as well as a numerical analysis of the in-plane shear behaviour of hollow, $870{\times}840{\times}100mm$ masonry walls, externally strengthened with FRP composites. The experimental approach is devoted to the evaluation of the effectiveness of different composite strengthening configurations and the methodology consists in the diagonal compression of masonry walls. The numerical study assesses the stress and strain state distribution in the unreinforced and strengthened panels using a commercial finite element code. The effect of FRP reinforcement on the masonry behaviour and the capability of modelling to forecast a representative failure mode of the unreinforced and reinforced masonry walls is investigated.