• 대한토목학회논문집
• /
• 제26권5B호
• /
• pp.563-572
• /
• 2006

현재 해안구조물의 설계시에는 현지관측을 토대로 한 Goda식(Goda, 1974)과 같은 경험식이나 2차원적인 수리수치모형실험을 통한 파력값을 많이 사용하고 있다. 하지만, 이러한 2차원 해석결과들은 실해역에 설치된 구조물의 평면배치형상에 따라 변화하는 작용파력의 3차원 구조를 재현하기에는 무리가 있는 듯 하다. 특히, 혼성방파제와 같은 대형구조물의 항외측과 항내측에서 위상차가 발생하는 경우에는 구조물의 단면별로 파력이 각기 다르게 작용할 것으로 판단된다. 본 연구에서는, 해안구조물에 작용하는 파력의 3차원구조를 명확히 하기 위하여, 투과성구조물 및 쇄파현상에도 적용이 가능한 기존의 수치해석기법(Hur and Mizutani, 2003)에 Large Eddy Simulation(LES)기법을 도입한 새로운 3차원 수치해석기법을 제안하였으며, 이 기법을 이용하여 얻어진 잠제상 구조물에서의 작용파력 계산치를 기존의 수리모형실험치와 비교한 결과, 좋은 일치성을 확인하였다. 또한, 대형해안구조물 중 혼성방파제를 본 연구의 대상구조물로하여, 사석마운드로의 투과 및 개구부로의 회절의 영향으로 인해 발생하는 위상차를 고려한 3차원 파력구조에 관해 논의하였으며, 2차원 해석으로는 규명할 수 없었던 3차원적인 동적 파력특성을 파악할 수 있었다.

• 한국전기전자재료학회:학술대회논문집
• /
• 한국전기전자재료학회 2001년도 하계학술대회 논문집
• /
• pp.41-44
• /
• 2001

In this paper, we explain briefly polysilicon guard layer in a simple 3-D structure. Simulation was performed extensively to see interference and characterize the role of the polysilicon guard layer. Especially, we performed extensively S-parameter simulation to analysis the signal interference. The interference was characterized in terms of oxide thickness, polysilicon doping concentration, thickness, number of contact of polysilicon guard, and metal guard size.

• The Journal of Advanced Prosthodontics
• /
• 제14권3호
• /
• pp.150-161
• /
• 2022

PURPOSE. The purpose of the study was to assess the influence of build orientations and density of support structures on the trueness of the 3D printed removable partial denture (RPD) frameworks. MATERIALS AND METHODS. A maxillary Kennedy class III and mandibular class I casts were 3D scanned and used to design and produce two 3D virtual models of RPD frameworks. Using digital light processing (DLP) 3D printing, 47 RPD frameworks were fabricated at 3 different build orientations (100, 135 and 150-degree angles) and 2 support structure densities. All frameworks were scanned and 3D compared to the original virtual RPD models by metrology software to check 3D deviations quantitatively and qualitatively. The accuracy data were statistically analyzed using one-way ANOVA for build orientation comparison and independent sample t-test for structure density comparison at (α = .05). Points study analysis targeting RPD components and representative color maps were also studied. RESULTS. The build orientation of 135-degree angle of the maxillary frameworks showed the lowest deviation at the clasp arms of tooth 26 of the 135-degree angle group. The mandibular frameworks with 150-degree angle build orientation showed the least deviation at the rest on tooth 44 and the arm of the I-bar clasp of tooth 45. No significant difference was seen between different support structure densities. CONCLUSION. Build orientation had an influence on the accuracy of the frameworks, especially at a 135-degree angle of maxillary design and 150-degree of mandibular design. The difference in the support's density structure revealed no considerable effect on the accuracy.

• Earthquakes and Structures
• /
• 제18권6호
• /
• pp.667-675
• /
• 2020

The current study compares the effect of structure-soil-structure interaction (SSSI) on the dynamic responses of adjacent buildings and isolated structures including soil-structure interaction (SSI) with the responses of fixed-base structures. Structural responses such as the relative acceleration, displacement, drift and shear force were considered under earthquake ground motion excitation. For this purpose, 5-, 10- and 15-story structures with 2-bay moment resisting frames resting on shallow foundations were modeled as a group of buildings in soft soil media. Viscous lateral boundaries and interface elements were applied to the soil model to simulate semi-infinite soil media, frictional contact and probable slip under seismic excitation. The direct method was employed for fully nonlinear time-history dynamic analysis in OpenSees using 3D finite element soil-structure models with different building positions. The results showed that the responses of the grouped structures were strongly influenced by the adjacent structures. The responses were as much as 4 times greater for drift and 2.3 times greater for shear force than the responses of fixed-base models.

• 한국자기공명학회논문지
• /
• 제17권1호
• /
• pp.59-66
• /
• 2013

BldD, a developmental transcription factor from Streptomyces coelicolor, is a homodimeric, DNA-binding protein with 167 amino acids in each subunit. Each monomer consists of two structurally distinct domains, the N-terminal domain (BldD-NTD) responsible for DNA-binding and dimerization and the C-terminal domain (BldD-CTD). In contrast to the BldD-NTD, of which crystal structure has been solved, the BldD-CTD has been characterized neither in structure nor in function. Thus, in terms of structural genomics, structural study of the BldD-CTD has been conducted in solution, and in the present work, mainchain NMR assignments of the recombinant BldD-CTD (residues 80-167 of BldD) could be achieved by a series of heteronuclear multidimensional NMR experiments on a [$^{13}C/^{15}N$]-enriched protein sample. Finally, the secondary structure prediction by CSI and TALOS+ analysis using the assigned chemical shifts data identified a ${\beta}-{\alpha}-{\alpha}-{\beta}-{\alpha}-{\alpha}-{\alpha}$ topology of the domain. The results will provide the most fundamental data for more detailed approach to the atomic structure of the BldD-CTD, which would be essential for entire understanding of the molecular function of BldD.

• Smart Structures and Systems
• /
• 제15권5호
• /
• pp.1293-1309
• /
• 2015

3D two adjacent buildings with different heights founded in different kinds of soil connected with viscous dampers groups, with especial arrangement in plane, were investigated. Soil structure interaction for three different kinds of soil (stiff, medium and soft) were modeled as 3D Winkler model to give the realistic behavior of adjacent buildings connected with viscous dampers under various earthquake excitations taking in the account the effect of different kinds of soil beneath the buildings, using SAP2000n to model the whole system. A range of soil properties and soil damping characteristics are chosen which gives broad picture of connected structures system behavior resulted from the influence soil-structure interaction. Its conclusion that the response of connected structures system founded on soft soil are more critical than those founded on stiff soil. The behavior of connected structures is different from those with fixed base bigger by nearly 20%, and the efficiency of viscous dampers connecting the two adjacent buildings is reduced by nearly 25% less than those founded on stiff soil.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2005년도 제36회 하계학술대회 논문집 B
• /
• pp.1306-1308
• /
• 2005

The characteristic of line start permanent magnet(LSPM) motor with overhang structure is analyzed using 3dimensional finite element method(3D FEM). We propose the appropriate overhang length by considering the magnetic flux distribution according to changing overhang length and manufacturing process. 3D FEM analysis is inevitable because the increase of the total flux cannot be appropriately considered in 2D FEM. In equal model specification total flux is recalculated at 3D FEM, because of considering lamination length. This paper compares the characteristic of Back-emf with and without overhang by permanent magnet that has identical volume.

• 한국산림과학회지
• /
• 제88권3호
• /
• pp.389-399
• /
• 1999

본 연구는 개체목의 위치를 포함하는 정밀 임분조사 자료를 이용하여 임분의 3차원 공간구조 분석이 가능한 컴퓨터 프로그램의 개발을 목적으로 수행되었다. 이 프로그램은 임분의 ha당 통계량 계산 등 양적 정보뿐만 아니라 직경, 수고, 재적분포, 그리고 3차원 임분 공간구조와 수관투영도 등의 시각적 정보를 제공하는 기능을 가지고 있다. 또한 컴퓨터 상에서 가상 시업 시뮬레이션을 통해 시업후의 임분구조를 시각적으로 확인할 수 있는 기능을 포함한다. 본 연구에서 개발된 프로그램의 통계분석 부분은 SAS의 분석결과와 비교하였고, 그래픽 정보의 표현 능력은 유사한 3차원 수관도 프로그램인 TreeDraw와 비교하였다. 그 결과 본 연구에서 개발된 프로그램은 자료분석 시간이나 결과의 요약 등 실용성 측면에서 우수한 것으로 나타났다. 본 프로그램을 이용할 경우 해당 임분에 대한 적합한 조림조치와 합리적인 경영에 필요한 다양한 임분 공간정보를 얻을 수 있어 사용자의 의사결정에 도움이 될 것으로 판단된다.

• 산업경영시스템학회지
• /
• 제37권3호
• /
• pp.24-35
• /
• 2014

This paper examines, from the perspective of the structure-conduct-performance (S-C-P) paradigm, the structural factors that determine R&D concentration in industries. The results are as follows. First, an industry's R&D concentration is directly related to its market concentration, R&D intensity, capital intensity, and technological opportunities. In contrast, the higher an industry's performance, the more likely the diffusion of R&D investment is for firms belonging to that industry. Second, an industry's R&D concentration has a positive effect on its market concentration but a negative effect on its performance, suggesting that governments should adopt R&D policies that would induce more firms to invest in R&D instead of focusing only on a few firms to enhance industry performance.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 1999년도 가을 학술발표회 논문집
• /
• pp.257-266
• /
• 1999

This paper presents a method of seismic analysis for a cylindrical liquid storage structure on/in horizontally layered half.space considering the effects of the interior fluid and exterior soil medium in the frequency domain. To capture the essence of fluid-structure-soil interaction effects effectively, a mixed finite element with two-field (u, p) approximation is employed to model the compressive inviscid fluid, while the structure and soil medium are presented by the 3-D axisymmetric finite elements and dynamic infinite elements. The present FE-based method can be applied to the system with complex geometry of fluid region as well as with inhomogeneous near-field soil medium, since it can directly model both the fluid and the soil. For the purpose of verification, dominant peak frequencies in transfer functions for horizontal motions of cylindrical fluid storage tanks with rigid massless foundation on a homogeneous viscoelastic half.space are compared with those by two different added mass approaches for the fluid motion. The comparison indicates that the Present FE-based methodology gives accurate solution for the fluid-structure-soil interaction problem. Finally, as a demonstration of versatility of the present study, a seismic analysis for a real-scale LNG storage tank embedded in layered half.space is carried out, and its member forces along the height of the structure are compared with those by an added mass approach developed by the present writers.