• Imaging Science in Dentistry
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• 제31권4호
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• pp.209-214
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• 2001

Purpose: To investigate the ability of double TMJ view by multifunctional panorama to view the bony components and the space of the temporomandibular joint. Materials and Methods: Ten dry skulls fitted with resin shims over the articular surface of the condyle were used to reproduce the temporomandibular joint space. Fine metal wires were attached to the three portions of contours of the condylar head and the articular eminence. With 10 dry skulls and 20 cases having TMJ dysfunction, double TMJ views by multifunctional panorama (Planmeca 2002 Proline CC) and transcranial views were taken, analyzed from the anatomical view point, and compared statistically in view of the widths of the posterior joint space and the condylar head. Results: In double TMJ view, the supero-anterior part of the condyle represented the lateral 1/3, the most superior part represented center portion, and the posterior part medial l/3 of the condyle. In maximum mouth opening, no other structures were superimposed with the condyle in double TMJ view. In double TMJ view, petrous bone was moderately superimposed with the superior part of the condyle and the posterior increment of angle exposure made wider the images of the articular eminence and the condyle. The tendency of reduction in the posterior joint space appeared in the side of TMJ dysfunction compared with the normal side. The posterior joint spaces in double TMJ view were statistically wider (p<0.05) than those in transcranial view. The correlation coefficient was 0.5179 between the widths of the posterior joint spaces in two radiographic views. Conclusions: Double TMJ view can be substituted for transcranial view in evaluating the TMJ dysfunction.

• Molecules and Cells
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• 제27권6호
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• pp.651-656
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• 2009

The formation of ${\beta}$-amyloid peptide ($A{\beta}$) is initiated from cleavage of amyloid precursor protein (APP) by a family of protease, ${\alpha}$-, ${\beta}$-, and ${\gamma}$-secretase. Sub W, a substrate peptide, consists of 10 amino acids, which are adjacent to the ${\beta}$-cleavage site of wild-type APP, and Sub M is Swedish mutant with double mutations on the left side of the ${\beta}$-cleavage site of APP. Sub W is a normal product of the metabolism of APP in the secretary pathway. Sub M is known to increase the efficiency of ${\beta}$-secretase activity, resulting in a more specific binding model compared to Sub W. Three-dimensional structures of Sub W and Sub M were studied by CD and NMR spectroscopy in water solution. On the basis of these structures, interaction models of ${\beta}$-secretase and substrate peptides were determined by molecular dynamics simulation. Four hydrogen bonds and one water-mediated interaction were formed in the docking models. In particular, the hydrogen bonding network of Sub M-BACE formed spread over the broad region of the active site of ${\beta}$-secretase (P5-P3'), and the side chain of P2- Asn formed a hydrogen bond specifically with the side chain of Arg235. These are more favorable to the cleavage of Sub M by ${\beta}$-secretase than Sub W. The two substrate peptides showed different tendency to bind to ${\beta}$-secretase and this information may useful for drug development to treat and prevent Alzheimer's disease.

• 대한기계학회논문집A
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• 제29권4호
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• pp.534-539
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• 2005

Nodal displacements are referred to the initial configuration in the total Lagrangian formulation and to the last converged configuration in the updated Lagrangian furmulation. This research proposes a relative nodal displacement method to represent the position and orientation for a node in truss structures. Since the proposed method measures the relative nodal displacements relative to its adjacent nodal reference frame, they are still small for a truss structure undergoing large deformations for the small size elements. As a consequence, element formulations developed under the small deformation assumption are still valid for structures undergoing large deformations, which significantly simplifies the equations of equilibrium. A structural system is represented by a graph to systematically develop the governing equations of equilibrium for general systems. A node and an element are represented by a node and an edge in graph representation, respectively. Closed loops are opened to form a spanning tree by cutting edges. Two computational sequences are defined in the graph representation. One is the forward path sequence that is used to recover the Cartesian nodal displacements from relative nodal displacement sand traverses a graph from the base node towards the terminal nodes. The other is the backward path sequence that is used to recover the nodal forces in the relative coordinate system from the known nodal forces in the absolute coordinate system and traverses from the terminal nodes towards the base node. One open loop and one closed loop structure undergoing large deformations are analyzed to demonstrate the efficiency and validity of the proposed method.

• 한국건설관리학회논문집
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• 제5권3호
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• pp.71-78
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• 2004

In conventional method of supporting soil shuttering wall during excavation a system of struts and wales to provide cross-lot bracing is common in trench excavations and other excavations of limited width. This method, however, becomes difficult and costly to be adopted for large excavations since heavily braced structural systems are required. Another expensive and unsafe situations are expected when temporary struts must be removed for the construction of underground structures. This paper introduces innovative strut systems which can be used as permanent underground structures after its role as brace system to resist earth pressure during excavation phase. Underground structural system suggested from architect is checked against the soil lated pressures before the analysis of stresses developed from gravity loads. In this technology, named SPS(Struts as Permanent System), retaining wall is installed first and excavation proceeds until the first level of bracing is reached. Braces used as struts during excavation will serve as permanent girders when buildings are in operation. Simultaneous construction of underground and superstructure can proceeds when excavation ends with the last level of braces being installed. In this paper, construction sequence and the calculation concept are explained in detail with some photo illustrations. SPS technology was applied to three selected buildings. One of them was completed and two others are being constructed Many sensors were installed to monitor the behavior of retaining wall, braces as column in terms of stress change and displacement. Adjacent ground movement was also obtained. These projects demonstrate that SPS technology contributes to the speed as well as the economy involved in construction.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계학술대회논문집
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• pp.788-791
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• 2005

Nodal displacements are referred to the Initial configuration in the total Lagrangian formulation and to the last converged configuration in the updated Lagrangian formulation. This research proposes a relative nodal displacement method to represent the position and orientation for a node in truss structures. Since the proposed method measures the relative nodal displacements relative to its adjacent nodal reference frame, they are still small for a truss structure undergoing large deformations for the small size elements. As a consequence, element formulations developed under the small deformation assumption are still valid fer structures undergoing large deformations, which significantly simplifies the equations of equilibrium. A structural system is represented by a graph to systematically develop the governing equations of equilibrium for general systems. A node and an element are represented by a node and an edge in graph representation, respectively. Closed loops are opened to form a spanning tree by cutting edges. Two computational sequences are defined in the graph representation. One is the forward path sequence that is used to recover the Cartesian nodal displacements from relative nodal displacements and traverses a graph from the base node towards the terminal nodes. The other is the backward path sequence that is used to recover the nodal forces in the relative coordinate system from the known nodal forces in the absolute coordinate system and traverses from the terminal nodes towards the base node. One closed loop structure undergoing large deformations is analyzed to demonstrate the efficiency and validity of the proposed method.

• Steel and Composite Structures
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• 제50권1호
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• pp.107-122
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• 2024

Following an internal column failure, adjacent double-span beams above the failed column will play a critical role in the load transfer and internal force redistribution within the remaining structure, and the span-to-depth ratios of double-span beams significantly influence the structural resistance capacity against progressive collapse. Most existing studies have focused on the collapse-resistant performances of single-story symmetric structures, whereas limited published works are available on the collapse resistances of multi-story steel frames with unequal spans. To this end, in this study, numerical models based on shell elements were employed to investigate the structural behavior of multi-story steel frames with unequal spans. The simulation models were validated using the previous experimental results obtained for single- and two-story steel frames, and the load-displacement responses and internal force development of unequal-span three-story steel frames under three cases were comprehensively analyzed. In addition, the specific contributions of the different mechanism resistances of unequal-span, double-span beams of each story were separated quantitatively using the energy equilibrium theory, with an aim to gain a deeper level of understanding of the load-resistance mechanisms in the unequal-span steel frames. The results showed that the axial and flexural mechanism resistances were determined by the span ratio and linear stiffness ratio of double-span beams, respectively.

• Advances in nano research
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• 제7권1호
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• pp.39-49
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• 2019

This paper focuses on two main objectives. The first one is to exploit an energy equivalent model and finite element method to evaluate the equivalent Young's modulus of single walled carbon nanotubes (SWCNTs) at any orientation angle by using tensile test. The calculated Young's modulus is validated with published experimental results. The second target is to exploit the finite element simulation to investigate mechanical buckling and natural frequencies of SWCNTs. Energy equivalent model is presented to describe the atomic bonding interactions and their chemical energy with mechanical structural energies. A Program of Nanotube modeler is used to generate a geometry of SWCNTs structure by defining its chirality angle, overall length of nanotube and bond length between two adjacent nodes. SWCNTs are simulated as a frame like structure; the bonds between each two neighboring atoms are treated as isotropic beam members with a uniform circular cross section. Carbon bonds is simulated as a beam and the atoms as nodes. A finite element model using 3D beam elements is built under the environment of ANSYS MAPDL environment to simulate a tensile test and characterize equivalent Young's modulus of whole CNT structure. Numerical results are presented to show critical buckling loads, axial and transverse natural frequencies of SWCNTs with different orientation angles and lengths. The understanding of mechanical behaviors of CNTs are essential in developing such structures due to their great potential in wide range of engineering applications.

• 한국터널지하공간학회 논문집
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• 제26권1호
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• pp.59-78
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• 2024

현재 터널 시공 시 인접 구조물 및 지반의 침하를 기준으로 안정성을 평가하고 있지만, 지반의 전단변형은 터널 굴착 및 작용하중 변화에 따른 지반의 파괴메커니즘을 결정짓는 주요 인자로서 터널 굴착 시 안정성 검토 및 보강영역 산정에 활용할 수 있다. 본 연구에서는, 실내모형시험을 통해 도심지 연약지반에 병렬터널 굴착을 모사하여 병렬터널 굴착이 인접한 군말뚝 기초 및 인접 지반에 미치는 거동에 대해 분석하였다. 실내모형시험 시 근거리 사진계측을 활용하여 지중의 변위 및 지반의 전단변형을 구하고, 이를 바탕으로 2차원 유한요소 수치해석을 수행하였다. 역해석 결과 병렬터널의 필라부 수평이격거리 및 군말뚝 기초 선단부와 터널 천단부 사이 수직이격거리가 증가할수록 최대전단변형률이 감소하는 경향을 보였다. 필라부 수평이격거리가 증가할수록 두 번째 터널에 의해 첫 번째 터널 및 군말뚝 기초에 미치는 영향이 줄어들었다. 또한, 필라부 수평이격거리보다 군말뚝 기초 선단부와 터널 천단부 사이 수직이격거리가 지반의 전단변형률 결과에 미치는 영향이 상대적으로 더 큰 것으로 나타났다. 근거리사진계측과 수치해석 결과 인접 군말뚝 및 인접 지반의 침하는 설계 기준 이내로 측정되었으나, 지반의 전단변형률은 모든 Case에서 미소변형 범위를 벗어나 보강이 필요한 것으로 판단된다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제11권1호
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• pp.54-64
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• 2006

목재 방부제인 chromated copper arsenate(CCA)는 박테리아, 곰팡이 및 곤충에 의한 공격으로부터 목재 제품을 보호할 목적으로 널리 사용되어 왔다. 그렇지만, CCA의 유해 성분인 크롬, 구리 및 비소가 사용 중에 목재로부터 환경으로 배출되어 인간 및 생태계에 영향을 줄 수 있기 때문에 많은 나라에서 사용을 금지하거나 제한된 용도로만 사용하도록 하고 있다. 이 연구는 두 개의 목재 시설물에 인접한 토양에서 크롬, 구리 및 비소의 분포를 알아보고자 실시하였다 연못 진입시설물에 대해서는 계단 바로 인접한 지점에서부터 0, 0.5 및 1m의 수평 거리에서 10개의 표토(0-2.5 cm) 시료를, 그리고 데크 바로 아래 지점에서는 9개의 표토 시료를 채취하였다. 방음벽에서는 시설물로부터 0, 1 및 2 m 거리에서 9개의 표토를 채취하였다. 각 구조물에 대해 배경농도를 측정하기 위한 토양시료도 채취하였다. 토양시료는 pH, 전기전도도, 유기물 함량, 입도 등의 물리화학적 성질에 대해 분석하였다. 시료는 microwave oven을 사용하여 추출한 후에 크롬, 구리 및 비소에 대해 분석하였다. 세 성분 모두 구조물과 인접한 지역에서 배경 지역에 비해 농도가 증가하여 사용 중에 목재로부터 용출되는 것을 알 수 있었다. 용출된 성분은 계단과 방음벽 시설물에서 모두 1m 이내의 거리까지 수평 이동하였다. 약 7개윌 된 데크 시설물에서 세 성분의 용출된 양은 서로 비슷하였으나 (배경 보정 농도: 크롬, 5.01 mg/kg; 구리 5.50 mg/kg; 비소 4.19 mg/kg), 방음벽 바로 아래(0 m)에서는 데크에 비해 더 높은 농도로 비소(49.7 mg/kg)>구리(44.7 mg/kg)>크롬(52.5 mg/kg)의 순서로 측정되었다. 이 때 배경농도는 비소, 구리 및 크롬에 대해 각각 9.88, 30.8 및 46.5 mg/kg이었다. 이 연구 결과를 통해 CCA 구성 성분은 방부목재로부터 환경 중으로 용출되는 것을 알 수 있었으며 그 성분들이 인간과 생태계에 미칠 악영향을 평가할 필요가 있음을 시사하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.219-228
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• 2006

In urban areas, tunnelling induced ground deformations, particularly ground settlements should be considered in order to minimize the damage of adjacent structures. Therefore, an appropriate monitoring system for the tunnel construction should be setup at the planning or design stage. A number of studies on ground settlements due to tunnelling in soft ground have been carried out so far. However, most studies have focused on clay soil rather than sand soil. In particular, a few studies on behaviour of subsurface deformations in granular material have been reported. In this study, two-dimensional laboratory model test with aluminium rods regarded as continuum granular material and close range photogrammetric technique, and numerical analysis were carried out in order to identify the behaviour of subsurface deformations due to shallow tunnelling. Direction and magnitude of displacement vectors from the model test was identical to the numerical analysis. In particular, the vector direction was appeared to be toward a point below the tunnel invert level. A narrow 'chimney or tulip like' pattern of vertical displacement was confirmed by both the model test and numerical analysis. This is consistent with the field data. In addition to the qualitative comparison, the quantitative comparison of subsurface settlements according to 2D volume loss showed good agreement between the model test and numerical analysis. Therefore, close range photogrammetric technique applied in the model test may be used to validate the result from the continuum numerical analysis.