• 대한치과교정학회지
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• 제34권4호
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• pp.289-301
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• 2004

It is the purpose of this study to characterize oral symptoms and to comprehend the cause and the relapse possibility of patients with open bite. This case study examines the orthodontic treatment of a group of female patients with open bite and Angle's Class I malocclusion. A cephalograph of the patient was taken and tracing of the radiograph was completed. In addition to Bjork and Ricketts analysis, additional measurements of specific areas were taken. The occlusal plane was determined by drawing a line connecting the mesiobuccal cusp tip of the maxillary first molar and the incisal edge of the maxillary central incisors. Patients were divided into two groups depending on the relationship between the marginal ridge of the maxillayy first premolar and the drawn line. Those patients with marginal ridges above the occlusal plane were placed into Group 1, while Group 2 subjects exhibited marginal ridges lower than the occlusal plane. The common characteristics within each group and the characteristic differences between each group both prior to and after orthodontic treatment were examined, and finally, the functional oral volume of each patient was analyzed. The results of the case study were as follows: 1. An examination of the skeletal relationship and anatomical form for both Group 1 and 2 showed that all subjects exhibited hyperdivergent skeletal forms, but Group 2 subjects generally demonstrated underdevelopment of the mandible and a smaller articular angle, resulting in an anterior positioning tendency of the mandible. 2. An analysis of the maxillary arches of Group 1 subjects prior to and after orthodontic treatment showed that the antero-inferior direction had changed to an antero-superior directional tendency, while the maxillary arches of the Group 2 patients showed a trend from an antero-superior direction to an antero-inferior relationship. The mandibular arches in both groups showed a change to an antero-superior direction. 3. Functional space analysis showed that Group 2 patients exhibited a greater tendency of haying palatal planes that drop in a postero-inferior direction, resulting in a more severe open bite than their Group 1 counterparts. The results of this case study show that although patients belonging to either Group 1 or 2 exhibited few external differences in the appearance of open bite, an examination of the dental and skeletal relationships by analyzing patient cephalographs showed that patients presenting with flat maxillary occlusal planes exhibited more severe open bite relationships than patients with curved occlusal planes.

• 한국공간구조학회논문집
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• 제2권1호
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• pp.85-92
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• 2002

Two way grid single-layer domes are of great advantage in fabrication and construction because of the simple fact that they have only four members at each junction. But, from a point of view of mechanics, the rectangular latticed pattern gives rise to a nonuniform rigidity-distribution in the circumferential direction. If the equivalent rigidity is considered in the axial direction of members, the in-plane equivalent shearing rigidity depends only on the in-plane bending rigidity of members and its value is very small in comparison to that of the in-plane equivalent stretching rigidity. It has a tendency to decrease buckling -strength of dome considerably by external force. But it is possible to increase buckling strength by the use of roofing covering materials connected to framework. In a case like this, shearing rigidity of roofing material increases buckling strength of the overall structure and can be designed economically from the viewpoint of practice. Therefore, the purpose of this paper, in Lamella dome and rectangular latticed dome that are a set of 2-way grid dome, is to clarify the effects of roofing covering materials for increasing of buckling strength of overall dome. Analysis method is based on FEM dealing with the geometrically nonlinear deflection problems. The conclusion were given as follows: 1. In case of Lamella domes which have nearly equal rigidity in the direction of circumference, the rigidity of roofing covering materials does not have a great influence on buckling-strength, but in rectangular latticed domes that has a clear periodicity of rigidity, the value of its buckling strength has a tendency to increase considerably with increasing rigidity of roofing covering materials 2. In case of rectangular latticed domes, as rise-span-ratio increases, models which is subjected to pressure -type-uniform loading than vertical-type-uniform loading are higher in the aspects of the increasing rate of buckling- strength according to the rate of shear reinforcement rigidity, but in case of Lamella dome, the condition of loading and rise-span-ratio do not have a great influence on the increasing rate of buckling strength according to the rate of shear reinforcement rigidity.

• Wind and Structures
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• 제23권6호
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• pp.559-575
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• 2016

In order to investigate the influence of different blade positions on aerodynamic load and wind loads and load-effects of large scale wind turbine tower under the halt state, we take a certain 3 MW large scale horizontal axis three-blade wind turbine as the example for analysis. First of all, numerical simulation was conducted for wind turbine flow field and aerodynamic characteristics under different halt states (8 calculating conditions in total) based on LES (large eddy simulation) method. The influence of different halt states on the average and fluctuating wind pressure coefficients of turbine tower surface, total lift force and resistance coefficient, circular flow and wake flow characteristics was compared and analysed. Then on this basis, the time-domain analysis of wind loads and load-effects was performed for the wind turbine tower structure under different halt states by making use of the finite element method. The main conclusions of this paper are as follows: The halt positions of wind blade could have a big impact on tower circular flow and aerodynamic distribution, in which Condition 5 is the most unfavourable while Condition 1 is the most beneficial condition. The wind loads and load-effects of disturbed region of tower is obviously affected by different halt positions of wind blades, especially the large fluctuating displacement mean square deviation at both windward and leeward sides, among which the maximum response occurs in $350^{\circ}$ to the tower top under Condition 8; the maximum bending moment of tower bottom occurs in $330^{\circ}$ under Condition 2. The extreme displacement of blade top all exceeds 2.5 m under Condition 5, and the maximum value of windward displacement response for the tip of Blade 3 under Condition 8 could reach 3.35 m. All these results indicate that the influence of halt positions of different blades should be taken into consideration carefully when making wind-resistance design for large scale wind turbine tower.

• Steel and Composite Structures
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• 제6권6호
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• pp.459-477
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• 2006

A theoretical research project is undertaken to develop integrated analysis and design tools for long span composite beams in modern high-rise buildings, and it aims to develop non-linear finite element models for practical design of composite beams. As the first paper in the series, this paper presents the development study as well as the calibration exercise of the proposed finite element models for simply supported composite beams. Other practical issues such as continuous composite beams, the provision of web openings for passage of building services, the partial continuity offered by the connections to columns as well as the behaviour of both unprotected and protected composite beams under fires will be reported separately. In this paper, details of the finite elements and the material models for both steel and reinforced concrete are first described, and finite element studies of composite beams with full details of test data are then presented. It should be noted that in the proposed finite element models, both steel beams and concrete slabs are modelled with two dimensional plane stress elements whose widths are assigned to be equal to the widths of concrete flanges, and the flange widths and the web thicknesses of steel beams as appropriate. Moreover, each shear connector is modelled with one horizontal spring and one vertical spring to simulate its longitudinal shear and pull-out actions based on measured load-slippage curves of push-out tests of shear connectors. The numerical results are then carefully analyzed and compared with the corresponding test results in terms of load mid-span deflection curves as well as load end-slippage curves. Other deformation characteristics of the composite beams such as stress and strain distributions across the composite cross-sections as well as distributions of shear forces and slippages in shear connectors along the beam spans are also examined in details. It is shown that the numerical results of the composite beams compare well with the test data in terms of various load-deformation characteristics along the entire deformation ranges. Hence, the proposed analysis and design tools are considered to be simple and yet effective for composite beams with practical geometrical dimensions and arrangements. Structural engineers are strongly encouraged to employ the models in their practical work to exploit the full advantages offered by composite construction.

• 농촌의학ㆍ지역보건
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• 제44권4호
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• pp.209-219
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• 2019

이 연구는 치과위생사의 직무스트레스와 상지의 근골격계 기능 장애의 관련성을 알아보고자 수행하였다. 연구 대상자는 부산·경남 지역의 병원급 이상, 치과의원에 근무하는 치과위생사를 220명을 편의 표집하여 설문지를 배포한 후 최종 수거된 200부에서 응답이 부실한 2부를 제외하고 최종적으로 198명의 자료를 분석하였다. 설문문항으로는 일반적 특성, 직무스트레스, 작업관련 상지 근골격계 통증, 동작수행능력에 따른 기능평가 문항으로 구성하였다. 치과위생사의 대한 상지근골격계질환 통증은 목 39.4%, 어깨 54.6%, 팔/팔꿈치 14.7%, 손/손목/손가락 50.0% 였다. 그리고, 상지의 기능 장애는 치과위생사에서 호발하는 건강관련 문제로 불편한 작업자세와 상지 부위별 근골격계 통증을 보정하더라도 직무스트레스와 유의한 관련이 있었다. 즉, 팔꿈치를 굽혔다 펴는 반복 작업, 팔꿈치 부위에 통증이 있는 경우외에도 직무스트레스 역시 상지의 기능 장애와 관련이 있었다. 치과위생사의 직무스트레스는 이들의 상지 기능 장애로 이어져 결과적으로 의료서비스의 저하로 이어지므로, 장단기 계획하에 근무환경개선 등을 통하여 직무 스트레스를 감소시킬 수 있는 방안을 모색하여야 할 것이다.

• 한국세라믹학회지
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• 제35권7호
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• pp.721-725
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• 1998

본 연구에서는 Boron과 Carbon black이 소결조재로 첨가된 탄화규소 분말을 $1950^{\circ}C$에서 상압소결 방법으로 시편을 제조하고 꺽임강도, 파괴인성, 비마모량을 측정하고 파단면 및 마찰마모면의 미세구조를 SEM으로 관찰하여 마찰마모특성과 미세구조와의 관계를 규명하였다. 또한 마모상대재료로서 SiC pin과 $Al_{2}O_{3}$ pin을 사용하였을때 마찰마모특성과 미세구조와의 관계도 비교 검토하였으며 다음과 같은 결론을 얻었다. 1. SiC pin을 사용한 경우 소결시편의 비마모량은 $Al_{2}O_{3}$ pin을 사용한 경우보다 많았으나, 가압하중이 증가하면 $Al_{2}O_{3}$ pin을 사용한 경우가 SiC pin을 사용한 경우보다 비마모량의 증가율이 6.5배로 되었다. 2. Pin의 비마모량은 SiC pin의 경우가 $Al_{2}O_{3}$의 경우보다 많았으나 가압하중이 증가하면 $Al_{2}O_{3}$ pin의 경우가 SiC pin의 경우보다 비마모향의 증가율이 약4배로 되었다. 3. 마모상대재료의 마찰계수가 작은 경우에는 마모면의 미세구조가 평활하면서 crack이 나타나지 않았으나, 마찰계수가 큰 경우에는 마모면이 평활치 못하고 crack의 전파현상이 크게 나타났다. 4. 사용된 Pin의 마찰계수가 큰 경우에는 고상소결한 SiC 시편도 액상소결한 시편과 마찰마모 특성이 유사하였다.

• Smart Structures and Systems
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• 제10권2호
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• pp.131-154
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• 2012

In this paper, it is aimed to determine the seismic behaviour of highway bridges by nondestructive testing using ambient vibration measurements. Eynel Highway Bridge which has arch type structural system with a total length of 216 m and located in the Ayvaclk county of Samsun, Turkey is selected as an application. The bridge connects the villages which are separated with Suat U$\breve{g}$urlu Dam Lake. A three dimensional finite element model is first established for a highway bridge using project drawings and an analytical modal analysis is then performed to generate natural frequencies and mode shapes in the three orthogonal directions. The ambient vibration measurements are carried out on the bridge deck under natural excitation such as traffic, human walking and wind loads using Operational Modal Analysis. Sensitive seismic accelerometers are used to collect signals obtained from the experimental tests. To obtain experimental dynamic characteristics, two output-only system identification techniques are employed namely, Enhanced Frequency Domain Decomposition technique in the frequency domain and Stochastic Subspace Identification technique in time domain. Analytical and experimental dynamic characteristic are compared with each other and finite element model of the bridge is updated by changing of boundary conditions to reduce the differences between the results. It is demonstrated that the ambient vibration measurements are enough to identify the most significant modes of highway bridges. After finite element model updating, maximum differences between the natural frequencies are reduced averagely from 23% to 3%. The updated finite element model reflects the dynamic characteristics of the bridge better, and it can be used to predict the dynamic response under complex external forces. It is also helpful for further damage identification and health condition monitoring. Analytical model of the bridge before and after model updating is analyzed using 1992 Erzincan earthquake record to determine the seismic behaviour. It can be seen from the analysis results that displacements increase by the height of bridge columns and along to middle point of the deck and main arches. Bending moments have an increasing trend along to first and last 50 m and have a decreasing trend long to the middle of the main arches.

• 감성과학
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• 제13권4호
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• pp.687-692
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• 2010

본 연구에서는 원적외선 방출 직불 소재를 개발하기 위해서 나노사이즈 게르마늄 업자와 PET chip을 마스터 배치 칩으로 제조하고 이를 PET와 용융 방사하여 sheath-core conjugate 복합사를 제조하여 이들의 물성과 이들 복합사로 제조한 직물의 원적외선 방출특성을 측정 분석하였다. 또한 게르마늄을 함유한 필라멘트와 직물의 물성을 측정하고 이들 물성이 사가공 공정의 중요공정 인자인 벨트각과 사속비 등의 공정인자와 직물 설계에서의 경사와 위사의 밀도에 관계하는 직물 밀도 계수 등의 설계 조건에 의해 직물 역학 특성과 직물 촉감등의 물성이 어떠한 변화를 가져 오는가에 대한 분석을 하였다. 최적 방사조건에 의한 core부에 게르마늄이 함유된 sheath-core형 PET복합사를 제조하였으며 이들의 절단강신도 모두 일반 PET계(系)의 물성치를 보였으며 DTY는 제직성에 문제가 없는 강신도를 보였고 습건열 수축률은 일반 PET사 보다 높은 값을 보였다. 게르마늄 함유 직물의 원적외선 방사강도는 $5{\sim}20{\mu}m$ 파장 영역에서 $3.53{\times}10^2W/m^2$을 보였으며 방사율은 0.874를 보였다. 그리고 최적 사가공 공정 조건 설정과 최적 직물밀도 설계로 직물의 역학 특성치와 촉감 특성의 저하를 막을 수 있음을 확인할 수 있었다.

• 한국도로학회논문집
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• 제11권3호
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• pp.1-11
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• 2009

본 연구에서는 MMA 계열의 폴리머 콘크리트를 콘크리트 교량 상판의 박층 교면포장용으로 적용 가능성에 대한 검토를 수행하였다. 아크릴수지와 경화재, 충진재(탄산칼슘 및 규사)로 구성되어진 아크릴 콘크리트의 성분 종류 및 배합비율 등이 아크릴 콘크리트의 물리적 특성에 미치는 영향을 파악하기 위하여 점도시험, 압축강도시험, 휨시험 등을 수행하였으며, 시험을 통해 최적 배합비율을 결정하였다. 최적 배합비율로 생산된 아크릴 콘크리트에 대해 투수저항성, 염소이온 침투 저항성, 경화수축량, 열팽창계수, 부착강도 시험 등의 물리적 특성 시험을 실시하였다. 시험결과 폴리머 콘크리트가 기존의 일반 시멘트 콘크리트에 비해 방수성능이 우수하고 염소이온 침투 저항성도 우수한 것으로 나타났다. 또한 기존 바닥 콘크리트와의 부착성도 우수하고 균열 저항성도 우수한 것으로 나타났다. 기존의 아크릴 수지는 경화시 수축량이 크고, 열팽창계수 또한 일반 시멘트 콘크리트에 비해 큰 단점이 있으나 본 연구에서 새롭게 개발한 아크릴 수지를 적용한 결과 대폭 증가된 연성으로 인해 균열발생 가능성을 낮출 수 있을 것으로 확인되었다.

• 한국광물학회지
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• 제22권4호
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• pp.385-393
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• 2009

마다가스카르 산 투어말린의 보석광물학적 특징들을 알기 위해 물리적 특성, 원소분석, 내포물 분석, 그리고 분광분석(UV-VIS 분광기, FTIR 분광기)을 하여 다른 산지와 비교 연구하였다. 물리적 특성은 다른 산지의 것과 큰 차이를 보이지 않았다. 자외선-가시광선 분광분석 결과 녹색과 청색의 시료는 Fe 성분이 많아 $Fe^{3+}$에 의한 714~743 nm 영역에서 높은 흡수 밴드가 나타났고 분홍색은 $Mn^{3+}$에 의해 510~530 nm에서 높은 흡수를 보였다. 갈색 시편은 Mn이 많아 $Mn^{2+}-Ti^{4+}$ 전하전이에 의해서 325 nm의 자외선 영역에서 나타난 높은 흡수에 기인하였다. 또한 무색 시편에서는 $Mn^{2+}$에 의한 406~413 nm 사이의 밴드가 매우 미약하거나 Mn의 양이 적어 $Mn^{2+}$의 영향이 거의 없어 발색이 되지 않았다고 본다. 적외선 분광분석에서는 4300~4500 $cm^{-1}$ 영역에서 금속-OH의 스트레칭과 밴딩이 조합된 모드에 의한 여러 개의 흡수 밴드가 나타났다. 내포물에서는 평행한 관상 속에 적철석이 녹아있는 형태가 나타났다. 연구 결과 마다가스카르 산의 투어말린은 Cu는 검출되지 않았으나 Fe과 Mn이 모두 검출되었고 이들의 양에 따라 다양한 색상이 나타남을 확인할 수 있었고 물리적 특성과 적외선 영역의 흡수 밴드, 그리고 내포물들은 다른 산지와 큰 차이를 보이지 않았음을 확인할 수 있었다.