• Proceedings of the Korea Information Processing Society Conference
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• 2017.04a
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• pp.30-31
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• 2017

본 연구는 게임을 비롯한 여러 가지 콘텐츠에서 활용하기 위해서 단일 이미지를 이용한 복층 구조의 지형을 제작하는 방법에 대해서 제안한다. 기존의 하이트맵(Heightmap)을 이용하여 복층구조를 제작했을 때의 문제점을 제시하며 어떻게 단일이미지 하이트맵(Heightmap)을 이용하여 복층 구조의 지형을 제작할수 있는지에 대한 방향을 제시한다. 본 논문에서는 단일 이미지의 RGBA값을 이용한 복층 구조 지형 제작 방식에 대한 실험을 통해 제안한 알고리즘을 검증한다.

• 한국도로학회지:도로
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• v.5 no.1 s.15
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• pp.60-61
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• 2003

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.454-457
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• 2010

본 연구에서는 입체/복합도로용 내진신축이음장치를 개발하고 복층구조의 입체/복합도로 JC를 설계하였다. 입체/복합도로용 내진 신축이음장치는 공중관통형 일체구조의 입체/복합도로에서 두 교량을 각각 지지하는 교각과 건물이 서로 다른 방향으로 거동할 때 거동 방향에 상관없이 교량을 주행 중인 차량이 안전하게 교량 상판을 통과할 수 있어 지진 등의 대형사고에 의한 피해를 최소화할 수 있다. 또한 지하형 복층구조의 입체/복합도로는 서로 직교하는 지하도로에 입체교차로를 형성하여 효율적인 지하 도로망을 구축할 수 있으며 지하도로를 건축물 지하주차장과 연결로를 통해 직접 연계함으로써 집객 효과가 매우 높다.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2016.11a
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• pp.311-313
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• 2016

본 연구는 지진격리장치가 적용된 파이핑 시스템에서 빌딩과 같은 구조요소의 상호작용에 의한 동적 거동을 분석하고자 기존 복층구조 파이핑 시스템과 빌딩시스템에 triple friction pendulum이 적용된 격리장치를 적용 하였다. 파이핑 시스템의 시간이력해석에 의한 동적거동 평가를 위해 OpenSees를 이용하여 지진격리된 빌딩 및 파이핑시스템의 수치해석모델을 구축하였으며, 또한 파이핑시스템의 경우 ceiling system and supporting system 등과 같은 요소로 구분하여 유한요소모델을 구축하였다. 결과적으로 지진격리장치가 적용된 빌딩-파이핑 시스템의 경우 각층의 drift 및 변위가 일정한 반면 비 적용된 시스템의 경우 층 가속도에 의한 구조물의 변위가 빌딩층에 따라 상당히 증가함을 볼 수 있다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.18 no.5
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• pp.441-451
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• 2016

This study analyzed behavior of the segment lining considering connection type between inner-slab and segment lining for a double deck tunnel by Shield TBM. In order to establish the design requirements of inner-slab and segment lining in double deck tunnel, inner structure of double deck tunnel at each purpose was analyzed and compared connection type between inner-slab and segment lining. And analyses have been carried out through the beam-spring model by MIDAS Civil 2012. As a result of this study, inner-slab, connection type of between inner-slab and segment lining and Lateral earth pressure coefficients were analyzed to verify the significant design factors.

• Proceedings of the Korean Vacuum Society Conference
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• 2006.08a
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• pp.168-168
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• 2006

• Journal of Korean Tunnelling and Underground Space Association
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• v.19 no.2
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• pp.301-317
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• 2017

In this study, as an initial study for development of stability analysis program of a double-deck tunnel during life cycle, a structural analysis solver based beam-spring model for the double-deck tunnel is constructed. Effect of parameters(slab supporting type, depth of the tunnel and ground elastic modulus) is analyzed with the beam-spring model. The model is also compared and verified by commercial structural analysis program. It is considered that the slab supporting type affects the integrated behavior with segment lining and influence of intermediate slab on the stability of the tunnel decreases as the tunnel depth increases. The relationship between the ground elastic modulus and the effect of the intermediate slab on the segment lining needs further investigation.

• Journal of the Korean Ceramic Society
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• v.36 no.9
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• pp.937-945
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• 1999

In an effort to protect a RBSC(reaction -bonded SiC) tube SiC films from methyltrichlorosilane(MTS) by low pressure chemical vapor deposition were deposited in hydrogen atmosphere on the RBSC(reaction-bonded SiC) substrates over a range of input gas ratio(${\alpha}=P_{H2}/P_{MTS}=Q_{H2}/Q_{MTS}$=1 to 10) and deposition temperatures(T=1050~1300$^{\circ}C$). At the temper-ature of 1250$^{\circ}C$ the growth rate of SiC films increased and then decreased with decreasing the input gas ratio. The microstructure of SiC films was changed from granular type structure exhibiting (111) preferred orientation in the high input gas ratios to faceted columnar grain structure showing (220) in the low input gas ratios. The similar microstructure change was obtained by increasing the deposition temperature. These results were closely related to a change of deposition mechanism. Double layer structure having granular type and faceted ciolumnar grain structure from the manipulation of mechanism. Double layer structure having granular type and faceted columnar grain structure from the manipulation of the input gas ratio without changing the deposition temperatue was successfully fabricated through in -site process.

• KIPS Transactions on Computer and Communication Systems
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• v.11 no.6
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• pp.185-192
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• 2022

Multimodal medical image fusion (MMIF) fuses two images containing different structural details generated in two different modes into a comprehensive image with saturated information, which can help doctors improve the accuracy of observation and treatment of patients' diseases. Therefore, a method based on double-layer decomposer and fine structure preservation model is proposed. Firstly, a double-layer decomposer is applied to decompose the source images into the energy layers and structure layers, which can preserve details well. Secondly, The structure layer is processed by combining the structure tensor operator (STO) and max-abs. As for the energy layers, a fine structure preservation model is proposed to guide the fusion, further improving the image quality. Finally, the fused image can be achieved by performing an addition operation between the two sub-fused images formed through the fusion rules. Experiments manifest that our method has excellent performance compared with several typical fusion methods.

• Journal of Korean Tunnelling and Underground Space Association
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• v.19 no.5
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• pp.717-732
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• 2017

Recently, the construction of underground structure such as a double-deck tunnel is increasing to manage rapid growth of roadway traffic volume. Double-deck tunnel includes middle slab to separate upper and lower road inside, and various sources affect the dynamic behaviour of middle slab due to dynamic loading of vehicle. Therefore, it is important to investigate the dynamic response of middle slab precisely to apply it to design and analysis of double-deck tunnel. In this study, dynamic analysis model of middle slab considering structural type, design velocity, vehicle load, and surface roughness, etc. is built. 3-dimensional dynamic analysis is performed to assess dynamic response of middle slab. Consequently, Dynamic Magnification Factor which represents dynamic response of middle slab shows maximum in case of elastomeric bearings (EB) and average roughness (Grade C). It is also expected that dynamic response can be reduced under the condition of good roughness (Grade B) and fixed bearings (FB).