• 대한토목학회논문집
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• 제28권3C호
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• pp.149-158
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• 2008

본 연구에서는 수치해석을 통하여 국내 해상 장대교량의 기초로 사용된 대구경 현장타설말뚝의 거동특성을 분석하고 외부 강관케이싱에 의한 말뚝의 지지력 증진효과를 검증하고자 한다. 직경이 다른 3종류의 현장타설말뚝에 대하여 1) 외부강관이 없는 경우, 2) 외부강관이 있는 경우 그리고 3) 외부강관과 콘크리트가 일체화 거동을 하는 경우 등 3가지 모델을 설정하고 3차원 유한요소해석을 수행하였다. 강관과 콘크리트사이에는 경계면 요소(interface)를 적용하였으며, 지반 및 하중조건은 현장의 조건을 사용하였다. 각 모델에 대한 세부적인 변위 및 응력분석을 통하여 강관합성 현장타설말뚝의 거동특성을 파악하였다. 수치해석결과 본 해석에서 선정한 대구경 현장타설말뚝의 경우 외부강관을 구조재로 고려하는 경우 동일 하중조건에 대한 수평변위 및 수직변위가 각각 32~37%와 15~19% 정도 감소되는 것으로 나타났다.

• 생태와환경
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• 제53권4호
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• pp.408-426
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• 2020

This study aims to establish the national strategy for biodiversity conservation by analyzing the current status of ecodiversity as the foundation of biodiversity conservation. Furthermore, this study has another purpose of preparing the measures for conservation and restoration of biodiversity. Ecodiversity was discussed as the basis for conserving biodiversity. Five climate zones and 14 climatic regions, eight plant geographic regions, three massifs and major geologic series, horizontal and vertical topographic conditions, 16 ecoregions, major ecosystems including forest, river and streams, wetlands, coast and marine, agriculture, and urban esosystems, and land use types were discussed as the element of the ecodiversity. In terms of biodiversity conservation, the actual conditions of each ecological unit were reviewed and measures were proposed to reduce biodiversity loss. Destruction and fragmentation of habitat, poor ecosystem management due to socioeconomic changes, the effects of exotic species and chemicals, and climate change were discussed as the major factors causing biodiversity loss. Systematic monitoring based on scientific principles and ecological restoration based on those monitoring results were recommended as measures for biodiversity conservation.

• Geomechanics and Engineering
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• 제36권2호
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• pp.167-181
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• 2024

The soil-structure relative stiffness is a key factor affecting the seismic response of underground structures. It is of great significance to study the soil-structure relative stiffness for the soil-structure interaction and the seismic disaster reduction of subway stations. In this paper, the dynamic shear modulus ratio and damping ratio of an inhomogeneous soft soil site under different buried depths which were obtained by a one-dimensional equivalent linearization site response analysis were used as the input parameters in a 2D finite element model. A visco-elasto-plastic constitutive model based on the Mohr-Coulomb shear failure criterion combined with stiffness degradation was used to describe the plastic behavior of soil. The damage plasticity model was used to simulate the plastic behavior of concrete. The horizontal and vertical relative stiffness ratios of soil and structure were defined to study the influence of relative stiffness on the seismic response of subway stations in inhomogeneous soft soil. It is found that the compression damage to the middle columns of a subway station with a higher relative stiffness ratio is more serious while the tensile damage is slighter under the same earthquake motion. The relative stiffness has a significant influence on ground surface deformation, ground acceleration, and station structure deformation. However, the effect of the relative stiffness on the deformation of the bottom slab of the subway station is small. The research results can provide a reference for seismic fortification of subway stations in the soft soil area.

• 국제초고층학회논문집
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• 제10권4호
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• pp.265-283
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• 2021

To ensure that fire induced collapse of a building is prevented it is important to understand the sequence of events that can lead to this event. In this paper, the initiation of collapse mechanisms of generic a multi-storey steel frame subjected to vertical and horizontal travelling fires are analysed computationally by tracking the formation of plastic hinges in the frame and generation of fire induced loads. Both uniform and travelling fires are considered. In total 58 different cases are analysed using finite element software LS-DYNA. For the frame examined with a simple and generic structural arrangement and higher applied fire protection to the columns, the results indicate that collapse mechanisms for singe floor and multiple floor fires can be each split into two main groups. For single floor fires (taking place in the upper floors of the frame (Group S1)), collapse is initiated by the pull-in of external columns when heated beams in end bays go into catenary action. For single floor fires occurring on the lower floors(Group S2), failure is initiated (i.e. ultimate strain of the material is exceeded) after the local beam collapse. Failure in both groups for single floor fires is governed by the generation of high loads due to restrained thermal expansion and the loss of material strength. For multiple floor fires with a low number of fire floors (1 to 3) - Group M1, failure is dominated by the loss of material strength and collapse is mainly initiated by the pull-in of external columns. For the cases with a larger number of fire floors (5 to 10) - Group M2, failure is dominated by thermal expansion and collapse is mainly initiated by swaying of the frame to the side of fire origin. The results show that for the investigated frame initiation of collapse mechanisms are affected by the fire type, the number of fire floors, and the location of the fire floor. The findings of this study could be of use to designers of buildings when developing fire protection strategies for steel framed buildings where the potential for a multifloor fire exists.

• 구강회복응용과학지
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• 제19권1호
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• pp.7-15
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• 2003

This study used FEM(Finite Element method) based on micro-CT images to see the effects of occlusal force distribution with varying bone density and structure. the mandibular premolar region from human cadaver, thickness of 10mm was imaged using micro-CT. the cross sectional images were taken every $10{\mu}m$. these were reconstructed and the longitudinal image at the mid point of mesiodistal of the speciman was obtained for the specimen for the FEM. The stress disribution produced by a vertical force at 100N and 100N horizontal were analyzed by MSC Nastran FEM Package. according to the result of this study the occlusal force distribution depends on the structure of cancellus bone and for further information on the occlusal force distribution on the tooth and the surrounding structure requires further studies on cancellus bone structure. CEJ of all model show the highest peak and region whice meet teeth and bone show second high peak. Original model and cortical bone add model show different stress distribution. Stress distribution changed according to bone structures and densities.

• 한국ITS학회 논문지
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• 제7권6호
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• pp.57-62
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• 2008

본 논문에서는 접힌 헤리컬 모노폴 안테나와 프랙털 구조의 사다리꼴 패치 안테나를 탑재한 TDMB, GPS 수신용 샤크 안테나를 설계하고 이를 제작한다. 안테나 축 방향으로 발생하는 널을 최소화하고, 수직은 물론 수평편파 성분을 수신할 수 있도록 접힌 타입으로 TDMB 안테나를 설계한다. 대역화보 및 이득향상을 위한 GPS 수신안테나는 프랙털 구조의 공기층 사다리꼴 마이크로스트립 패치 안테나로 구현한다. 설계한 TDMB용 및 GPS용 안테나를 제작한 후 TDMB 안테나는 기존의 상용화 된 A사 안테나와 수신 특성을 비교한다. 또한 GPS 안테나는 세라믹 패치안테나와 특성을 비교한다. 비교 결과 TDMB 안테나는 수신 대역에서 이득과 수신신호세기 모두 각각 3dB 향상되었으며, GPS 안테나는 VSWR 2:1 기준에서 135MHz의 넓은 대역폭을 얻었다. 이득은 공진주파수에서 4.31dBi로 일반 세라믹 패치안테나보다 전 대역에서 $3{\sim}5dB$ 높은 이득을 얻었다.

• 대한건축학회논문집:계획계
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• 제35권9호
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• pp.109-117
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• 2019

Since 'Hanok Expanse Support' has been started in Seoul, its target was expanded from renovation to new construction and from 'Hanok District' to all area in Seoul. The newly built hanok with Hanok Expanse Support had to follow the standards about the form of the hanok and adapt to modern lifestyle. However, the newly built hanok were planned with 'kan' since it retained the traditional wooden structure. So their composition of kan were considered to be influenced by the standards of each district and modern lifestyle. Therefore the aim of this study is to understand the architectural characteristics of newly built hanok in Seoul since 2000 focusing on the kan composition. Because of the differences in site conditions and the district unit plan, newly built hanok in Hanok District have more limited changes than Other District. However, kan is composed variously in horizontal and vertical ways to make the most space according to site conditions and most of the newly built hanok have opened courtyard rather than closed courtyard layout. With kan composition in various directions and kan added under the eaves, kan is highlighted in form. On the other hand, the composition of kan as an interior spatial element has changed and weakened because the lifestyle has changed compared to the traditional hanok and the 20th century urban hanok. Also the regular kan composition of Mom-chae and Nalgae-chae has changed. And kan is divided regardless to the wooden structure. Also, with the added kan under the eaves the main kan is dismantled inside. This paper indicates that although there is an undeniable premise that the case is restricted to hanok received Hanok Expanse Support on the condition of following the standards of the form of hanok, it is a part of the transitional changes that hanok is experiencing.

• Steel and Composite Structures
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• 제46권2호
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• pp.221-236
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• 2023

In order to study the seismic response of the main plant of steel reinforced concrete (SRC) structure of the CAP1400 nuclear power plant under the influence of different high-mode vibration, the 1/7 model structure was manufactured and its dynamic characteristics was tested. Secondly, the finite element model of SRC frame-bent structure was established, the seismic response was analyzed by mode-superposition response spectrum method. Taking the combination result of the 500 vibration modes as the standard, the error of the base reactions, inter-story drift, bending moment and shear of different modes were calculated. Then, based on the results, the influence of high-mode vibration on the seismic response of the SRC frame-bent structure of the main plant was analyzed. The results show that when the 34 vibration modes were intercepted, the mass participation coefficient of the vertical and horizontal vibration mode was above 90%, which can meet the requirements of design code. There is a large error between the seismic response calculated by the 34 and 500 vibration modes, and the error decreases as the number of modes increases. When 60 modes were selected, the error can be reduced to about 1%. The error of the maximum bottom moment of the bottom column appeared in the position of the bent column. Finally, according to the characteristics of the seismic influence coefficient αj of each mode, the mode contribution coefficient γj•Xji was defined to reflect the contribution of each mode to the seismic action.

• 한국인터넷방송통신학회논문지
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• 제24권4호
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• pp.147-154
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• 2024

본 연구는 기존 풍력 터빈의 한계와 문제점을 극복하기 위해 블레이드리스 풍력 발전을 위한 선형 발전기의 모델링 및 해석에 중점을 두고 있다. 블레이드리스 풍력 발전 시스템은 블레이드 풍력 발전 터빈에 비해 설치 및 유지관리에 필요한 토지 요구량이 낮다는 장점이 있다. 그러나 블레이드리스 풍력 발전을 위한 발전기에 관한 종합적인 연구는 아직까지 부족한 실정이다. 특히, 발전기의 토플로지에 관한 질문의 답변이 만족스럽지 않다. 연구의 목표는 원통형 블레이드리스 풍력발전기의 수평 및 수직 구조에 대해 비교 분석하는 것이다. 제안된 토플로지는 자기력을 이용해 2차원 등가 자기회로 네트워크 방식으로 해석한 후 유한요소법으로 비교 평가하였다. 최종적으로, 본 연구의 결과는 풍력 발전 시스템을 위한 새로운 발전기 구조에 대한 상세한 정보와 블레이드리스 풍력 발전 특성에 대한 통찰을 제공할 것이다.

• Earthquakes and Structures
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• 제14권5호
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• pp.399-409
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• 2018

The dynamic response and seismic damage of single-layer reticulated shells in the near field of a rupturing fault can be different from those in the far field due to the different characteristics in the ground motions. To investigate the effect, the dynamic response and seismic damage of this spatial structures subjected to two different ground motions were numerically studied by nonlinear dynamic response analysis. Firstly, twelve seismic waves with an apparent velocity pulse, including horizontal and vertical seismic waves, were selected to represent the near-fault ground motion characteristics. In contrast, twelve seismic records recorded at the same site from other or same events where the epicenter was far away from the site were employed as the far-fault ground motions. Secondly, the parametric modeling process of Kiewitt single-layer reticulated domes using the finite-element package ANSYS was described carefully. Thirdly, a nonlinear time-history response analysis was carried out for typical domes subjected to different earthquakes, followed by analyzing the dynamic response and seismic damage of this spatial structures under two different ground motions based on the maximum nodal displacements and Park-Ang index as well as dissipated energy. The results showed that this spatial structures in the near field of a rupturing fault exhibit a larger dynamic response and seismic damage than those obtained from far-fault ground motions. In addition, the results also showed that the frequency overlap between structures and ground motions has a significant influence on the dynamic response of the single-layer reticulated shells, the duration of the ground motions has little effects.