• 한국구조물진단유지관리공학회 논문집
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• 제3권3호
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• pp.261-268
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• 1999

The seismic performance of precast concrete panel structures tested previously has been evaluated in this paper. Hysteretic curves of test specimens are idealized to elasto-plastic curves to get reliable yielding and ultimate displacements. For the idealized curves, ductility and energy dissipation capacity of specimens have been evaluated using a few guide lines. In addition, the strength capacity of specimens is checked for the strength demand caused by the design earthquake load including overturning moment effects. The result shows while the strength of specimen with joint box for vertical continuity is little bit lower than that of specimen connected by welding, the ductility of the former is higher than that of the latter. The energy dissipation ratios of PC specimens are ranged from 83% to 96% of that of Re specimen and the average of those are shown 90%.

• 전산구조공학
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• 제7권3호
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• pp.105-113
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• 1994

프리캐스트 콘크리트(P.C) 대형판 구조물은 일체식 현장타설 철근콘크리트 구조물에 비하여 보통 접합부에서 약한 강성을 가지고 있다. 그러나 일반적으로 실무에서 이러한 P.C대형판 구조물의 특성이 고려되지 않고 있으며 일체식 구조물에서와 동일한 해석모델을 사용하고 있는 실정이다. 따라서 이러한 모델을 사용하요 얻은 해석결과는 실제 P.C구조물에서의 발생하는 것들과 매우 상이할 수 있다. 본 연구에서는 이P.C구조물의 해석에 적합한 몇가지 유한요소모델을 시도해 봄으로써 수직접합부에 실제의 낮은 전단강성을 적용함으로 인해 발생하는 구조물에서의 힘과 응력분포 및 처짐의 변화를 관찰하여 보았다. 마지막으로 실부자들을 위해 수직접합부 전단강성의 영향을 감안한 단순화된 모델이 오차범위에 대한 이해를 전제로 하여 제안되고 있다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 춘계학술대회논문집
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• pp.1379-1382
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• 2006

Recently, the method of the apartment building design has been changed from wall type structures to moment structures. With like this reason dry walls are used plentifully. Especially, the gypsum board was used from previously plentifully however the weak point of it is difficult to maintain because it weak strength. For the improvement of gypsum board, light weight concrete panel using cement board is used recently. As this study is the research of the series t on the development of non-hearing light weight concrete Panel using bottom ash, the Purpose of this study is to obtain basic data for application in the field. The results are that the structure 1 satisfies domestic standard concerned with sound insulation between households at the laboratory and field test.

• 반도체디스플레이기술학회지
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• 제11권1호
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• pp.67-71
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• 2012

The optical properties of PDP, such as the transmittance and reflectance, were analyzed with 3D optical code. Three different ITO-less structures in the front panel are examined. In the assembled panel study, the test 1 structure shows 16.6% and 10.2% higher reflectance than the structures of tests 2 and 3, respectively. In order to check the validation of the simulation result, three 7.5-inch test panels having the same geometry and property are fabricated as simulation models. The calculated reflective properties are compared to the measured data from real panels. The relative difference extracted from the simulation and measurement methods is less than 4.9% and are well matched.

• 복합신소재구조학회 논문집
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• 제4권1호
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• pp.33-39
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• 2013

Structural insulated panels, structurally performed panels consisting of a plastic insulation bonded between two structural panel facings, are one of emerging products with a viewpoint of its energy and construction efficiencies. These components are applicable to fabricated wood structures. In Korea, there are few technical documents regulated structural performance and engineering criteria in domestic market. This study was conducted to identify fundamental performance of both monotonic load and quasi static cyclic load for SIPs in shear wall application. Static test results showed that maximum load was 44.3kN, allowable shear load was 6.1kN/m, shear stiffness was 1.23 M N/m, and ductility ratio was 3.6. Cyclic test was conducted by two kinds of specimens : single panel and double panels. Cyclic test results, which were equivalent to static test results, showed that maximum load was 45.42kN, allowable shear load was 6.3kN/m. Furthermore the accumulated energy dissipation capability for double panels was as 2.3 times as that for single panel. From performance of structural tests, it was recommended that the allowable shear load for panels was at least 6.1kN/m.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1990년도 가을 학술발표회 논문집
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• pp.47-54
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• 1990

접합부에서 급격한 불연속성을 가진 프리캐스트 콘크리트(P.C) 대형판 구조는 붕괴에 이르기까지의 구조적인 거동이 일체식 콘크리트 구조와 매우 상이하다. 또한 극심한 지진과 같은 횡하중이 작용할 경우 그 최대 붕괴하중과 붕괴청상을 파악하는 것은 매우 중요한 과제이다. 본 연구에서는 2층 실물크기 P.C 시험체에 대한 정적 실험결과를 토대로 비선형 해석 전산 프로그램인 ANSR를 사용하여 P.C 구조물의 비선형 거동을 예측하고 실험에서 관찰할 수 없는 최종 붕괴시까지의 내부 응력의 분포 및 변화를 연구하였다.

• Steel and Composite Structures
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• 제32권2호
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• pp.265-279
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• 2019

The self-centering capacity and energy dissipation performance have been recognized critically for increasing the seismic performance of structures. This paper presents an innovative steel moment frame with self-centering steel reinforced concrete (SRC) wall panel incorporating replaceable energy dissipation devices (SF-SCWD). The self-centering mechanism and energy dissipation mechanism of the structure were validated by cyclic tests. The earthquake resilience of wall panel has the ability to limit structural damage and residual drift, while the energy dissipation devices located at wall toes are used to dissipate energy and reduce the seismic response. The oriented post-tensioned strands provide additional overturning force resistance and help to reduce residual drift. The main parameters were studied by numerical analysis to understand the complex structural behavior of this new system, such as initial stress of post-tensioning strands, yield strength of damper plates and height-width ratio of the wall panel. The static push-over analysis was conducted to investigate the failure process of the SF-SCWD. Moreover, nonlinear time history analysis of the 6-story frame was carried out, which confirmed the availability of the proposed structures in permanent drift mitigation.

• 한국공간구조학회지
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• 제8권6호
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• pp.15-22
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• 2008

• 한국공간구조학회지
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• 제8권5호
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• pp.19-23
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• 2008

• 만화애니메이션 연구
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• 통권19호
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• pp.17-35
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• 2010

대학의 만화교육과정에는 이론 및 실기로 가르쳐야할 전공으로 카툰, 만평, 네칸만화, 서사만화, 웹툰 등이 있다. 본 연구는 그 중에서도 네칸만화의 교육과정에서 어떻게 교육하는 것이 네칸만화의 이해를 높일 수 있을 것인가에 대한 필요성에서 출발한다. 네칸만화는 소재에 따라 크게 인간의 희로애락을 다루는 '순수만화'와 정치 경제 사회 문화의 문제의식을 풍자와 해학으로 드러내는'시사만화'가 있다. 한정된 시간 속에서 네칸만화를 학생들에게 이해시키기 위해서는 폭넓은 소재의 순수 네칸만화보다 시사로 한정되는 시사 네칸만화의 구조를 분석해 보는 것이 용이하다 판단하여, 신문에 연재되는 네칸만화 중 경향신문의 <장도리>를 중심으로 기승전결에 따른 구조와 수사법을 연구한 것이다. 본 연구는 네칸만화의 구조와 수사법을 분석할 수 있는 방법을 제시함으로써 네칸만화의 장르를 이해하고 나아가 네칸만화를 창작할 수 있는 전공 지식의 폭을 넓히고자 하는데 있다. 순수 네칸만화까지 접근하지 못한 한계에도 불구하고 대학의 만화교육과정에서 네칸만화의 교육을 필요로 하는 곳에 작은 도움이 될 수 있기를 바란다.