• 문화기술의 융합
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• 제7권4호
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• pp.331-336
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• 2021

우선 핼리 작품에 나타난 감옥, (독)방, 도관(통로) 등의 전형성에 대한 사회적 의미를 살펴보았다. 핼리 작품에 드러난 감옥과 (독)방은 억압된 구조적 틀이지만 전자는 자유와 탈주가 배태되어 있다는 것, 후자는 긍정적인 매개성을 지닌 공간으로 상호 조절과 접속을 가능케 할 수 있다는 것, 도관은 유동적이면서 외부와의 접속과 소통을 통해 새로운 것을 생성할 수 있다는 잠재성을 가지고 있다는 것으로 해석되었다. 다음으로 핼리 작품에 드러난 전형성의 의미와 질 들뢰즈와 페릭스 가타리가 사회 정의로 제시한 선분 개념이 상호 맥을 같이 한다는 측면에서 비교·분석해보았다. 이를 통해 핼리의 감옥은 들뢰즈와 가타리의 견고한 선, (독)방은 유연한 선, 도관(통로)은 탈주선과 연결될 수 있다는 결론을 얻게 되었다.

• 미술이론과 현장
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• 제7호
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• pp.189-240
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• 2009

This essay aims to develop a critical approach of interpretation in examining the panoptical condition of representation that is said to permeate the tradition of modern realism in novels and paintings. In defining this approach, I am interested in the problem or inability of panoptical representation to tell a coherent story of solitude(solitary confinement, isolation, self-absorption, etc.) in a range of texts from prison documents to paintings and novels, and also what might occasion such an inability including social, material, or stylistic contradictions and conflicting epistemological angles. This task potentially anticipates a trajectory of readings and investigations that cuts through the history of panoptical representation, which is outside the scope of this essay. In this writing, I will engage in a series of debates with what I consider as major theories and views of panoptical representation offered by Jeremy Bentham, John Bender, and Michael Fried. Based on this, I will formulate a conceptual or methodological frame of discourse that would envisage an anti-panoptical approach of interpretation. As an attempt to validate this formulation, I will offer a reading of Henry Mayhew's Criminal Prisons of London and Scenes of Prison Life(1862), a case of panoptical representation that produces a peculiar sense of ambivalence while accounting for sites of penal solitude.

• Earthquakes and Structures
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• 제7권5호
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• pp.667-689
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• 2014

Structural walls (also known as shear walls) are one of the common lateral load resisting elements in reinforced concrete (RC) buildings in seismic regions. The performance of RC structural walls in recent earthquakes has exposed some problems with the existing design of RC structural walls. The main issues lie around the buckling of bars, out-of plane deformation of the wall (especially the zone deteriorated in compression), reinforcement getting snapped beneath a solitary thin crack etc. This study compares performance of a typical wall designed by different standards. For this purpose, a case study RC shear wall is taken from the Hotel Grand Chancellor in Christchurch which was designed according to the 1982 version of the New Zealand concrete structures standard (NZS3101:1982). The wall is redesigned in this study to comply with the detailing requirements of three standards; ACI-318-11, NZS3101:2006 and Eurocode 8 in such a way that they provide the same flexural and shear capacity. Based on section analysis and pushover analysis, nonlinear responses of the walls are compared in terms of their lateral load capacity and curvature as well as displacement ductilities, and the effect of the code limitations on nonlinear responses of the different walls are evaluated. A parametric study is also carried out to further investigate the effect of confinement length and axial load ratio on the lateral response of shear walls.