• The Journal of Advanced Prosthodontics
• /
• 제5권1호
• /
• pp.51-57
• /
• 2013

PURPOSE. The purpose of this study was to to analyze the effect of Type 2 diabetes on tooth mortality, implant treatment and prosthetic status. MATERIALS AND METHODS. 275 Type 2 diabetics and 300 non-diabetics, aged 40-80 years were selected for analysis. The assessment of number of teeth, missing teeth, fixed prostheses (bridge pontics), implants using panoramic radiographs and dental records were carried out. RESULTS. Diabetes mellitus (DM) patients had a higher number of missing teeth (P<.05) and placed implants (P=.074), age (P<.05), male gender percentage (P=.042), smoker percentage (P<.05) than non-DM patients. In univariate analysis, the patients in older group showed significantly higher number of tooth loss rate at the first dental examination than the patients in younger group. Tooth loss rate of smokers did not show higher value than that of non-smokers. When multiple variables including DM, age, smoking, gender were considered together, diabetics and older group patients showed significantly higher tooth loss rate at the first dental examination than non-diabetics and younger group patients, respectively. Smokers and male group did not show a significant difference than nonsmokers and female group, respectively. CONCLUSION. Tooth mortality and implant treatment rate were significantly higher in the DM group as indicated by univariate and multivariate logistic regression analysis. Old age groups showed significantly higher odds ratios and tooth loss rate. As diabetics showed the higher tooth loss rate than non-diabetics, diabetics also had more implant restorations than non-diabetics.

• Structural Engineering and Mechanics
• /
• 제31권4호
• /
• pp.453-475
• /
• 2009

The literature regarding the free vibration analysis of Bernoulli-Euler and Timoshenko beams on elastic soil is plenty, but the free vibration analysis of Reddy-Bickford beams on elastic soil with/without axial force effect using the Differential Transform Method (DTM) has not been investigated by any of the studies in open literature so far. In this study, the free vibration analysis of axially loaded Reddy-Bickford beam on elastic soil is carried out by using DTM. The model has six degrees of freedom at the two ends, one transverse displacement and two rotations, and the end forces are a shear force and two end moments in this study. The governing differential equations of motion of the rectangular beam in free vibration are derived using Hamilton's principle and considering rotatory inertia. Parameters for the relative stiffness, stiffness ratio and nondimensionalized multiplication factor for the axial compressive force are incorporated into the equations of motion in order to investigate their effects on the natural frequencies. At first, the terms are found directly from the analytical solutions of the differential equations that describe the deformations of the cross-section according to the high-order theory. After the analytical solution, an efficient and easy mathematical technique called DTM is used to solve the governing differential equations of the motion. The calculated natural frequencies of one end fixed and the other end simply supported Reddy-Bickford beam on elastic soil using DTM are tabulated in several tables and figures and are compared with the results of the analytical solution where a very good agreement is observed and the mode shapes are presented in graphs.

• 대한토목학회논문집
• /
• 제28권2A호
• /
• pp.171-178
• /
• 2008

본 연구는 일반적인 궤도 구조물과는 달리 지지부와 받침이 레일과 상하로 구속되어 있지 않은 가시설 레일을 해석함에 있어 상부 하중에 의해 발생하는 종 방향 하중과 횡 방향 하중 및 진동, 그리고 들림 현상 등을 고려하여 가시설 레일 구조물의 하중 증가율을 제안한 후 비선형 동적 거동 특성을 파악하는데 목적이 있다. 그리하여 상부 구조물의 하중과 진동에 의한 영향이 클 것으로 판단되는 철근 배근 장치에 대한 실구조물 계측을 통해 하중 증가율을 제안하였으며 비선형 동적 유한 요소 해석을 실시하여 진동에 의한 하중 증가율을 고려한 차륜하중에 의해 발생하는 동적응답을 통해 동적 거동특성을 파악하였다. 그 결과 철근 배근 장치의 진동에 의한 하중 증가율을 7%로 제안하였으며 비선형 동적 거동은 선형화된 레일에 비해 최대응력이 14.5% 증가하였고 상부 주행 장치의 속도에 민감하게 반응하는 것으로 나타났다.

• 대한치과보철학회지
• /
• 제40권5호
• /
• pp.507-524
• /
• 2002

Load transfer of implant overdenture varies depending on anchorage systems that are the design of the superstructure and substructure and the choice of attachment. Overload by using improper anchorage system not only will cause fracture of the framework or screw but also may cause failure of osseointegration. Choosing anchorage system in making prosthesis, therefore, can be considered to be one of the most important factors that affect long-term success of implant treatment. In this study, in order to determine the effect of anchorage systems on load transfer in mandibular implant overdenture in which 4 implants were placed in the interforaminal region, patterns of stress distribution in implant supporting bone in case of unilateral vertical loading on mandibular left first molar were compared each other according to various types of anchorage system using three-dimensional photoelastic stress analysis. The five photoelastic overdenture models utilizing Hader bar without cantilever using clips(type 1), cantilevered Hader bar using clips(type 2), cantilevered Hader bar with milled surface using clips(type 3), cantilevered milled-bar using swivel-latchs and frictional pins(type 4), and Hader bar using clip and ERA attachments(type 5), and one cantilevered fixed-detachable prosthesis(type 6) model as control were fabricated. The following conclusions were drawn within the limitations of this study, 1. In all experimental models. the highest stress was concentrated on the most distal implant supporting bone on loaded side. 2. Maximum fringe orders on ipsilateral distal implant supporting bone in a ascending order is as follows: type 5, type 1, type 4, type 2 and type 3, and type 6. 3. Regardless of anchorage systems. more or less stresses were generated on the residual ridge under distal extension base of all overdenture models. To summarize the above mentioned results, in case of the patients with unfavorable biomechanical conditions such as not sufficient number of supporting implants, short length of the implant and unfavorable antero-posterior spread. selecting resilient type attachment or minimizing distal cantilever bar is considered to be appropriate methods to prevent overloading on implants by reducing cantilever effect and gaining more support from the distal residual ridge.

• 한국컴퓨터정보학회논문지
• /
• 제13권4호
• /
• pp.231-240
• /
• 2008

해외 직접투자는 그룹(지역)별, 시간별로 다양한 원인에 의해서 투자결정이 이루어지고 있어 복잡성을 띠고 있다. 본 연구에서는 복잡성을 띠고 있는 해외 직접투자의 제 변인들을 파악하기 위해 패널 데이터를 이용한 연구 모형을 설정하고 이를 통해 해외 직접투자에 결정적으로 영향을 미치는 제 변인에 대하여 조사, 분석, 검증한다. 본 연구는 7그룹(아시아, 북미, 유럽, 중남미, 대양주, 아프리카, 중동)을 분석대상으로 하였다. 분석기간은 2002년 6월부터 2007년 12월 까지의 자료를 이용하였고, 해외직접투자액을 종속변수로 설정하고 국내총생산, 경상수지, 환율, 고용율, 평균가동률(제조업), 소비자물가지수, 수출액, 임금(사업 서비스업)을 설명(독립)변수로 투입하였다. 본 연구에서는 실증분석을 위하여 LIMDEP 8.0 소프트웨어를 이용하고 결정요인 추정에 있어서 TWECRT모형의 임의모형 중심으로 분석하였다. 한국의 해외 직접투자 결정요인을 추정한 결과 고용율과 임금(사업서비스업)의 계수 값이 각각 유의적인 정(+)의 영향을 미치는 것으로 나타나고 환율, 소비자물가지수 및 수출액 부(-)의 영향을 미치는 것으로 나타났다. 제조업 평균 가동률은 정 (+), 국내총생산 및 경상수지는 부(-)의 영향을 미치지만 해외직접투자에 큰 영향을 주지는 않은 것으로 나타났다.

• 대한치과보철학회지
• /
• 제58권4호
• /
• pp.321-327
• /
• 2020

목적: 본 연구의 목적은 3본 나사 유지형 임플란트 보철물의 나사 고정 방식에 따른 치경부에 발생하는 변형율을 측정하고 비교하기 위함이다. 재료 및 방법: 2가지 종류의 임플란트(외부연결방식, 내부연결방식)를 각각 2개씩 4개 임플란트 고정체 경부에 스트레인 게이지를 부착한 후, 각 종류의 아크릴릭 레진 모형 2개를 제작하였다. CAD-CAM을 이용하여 hex 및 nonhex 지대주를 제작하였고,(EH, ENH, IH& INH 군) 나사-시멘트 유지보철 개념으로 보철물을 비귀금속으로 제작하였다. 각 지대주를 10 Ncm 토크로 고정한 후, 보철물을 합착하였다. 나사를 3가지의 다른 방법으로 30 Ncm까지 고정한 다음, 5분 후 변형율을 측정한 후 평균비교 및 군간 상호작용을 평가하였다 (α = .05). 결과: 외부연결방식 군은 내부연결방식 군에 비하여 유의하게 낮은 변형율을 나타냈으며, EH군이 ENH군보다 유의하게 낮은 변형율을 나타내었으나 (P < .05), 나사 고정 방법에 따른 차이는 없었다 (P > .05). IH군이 INH군에 비하여 유의하게 높은 변형율을 나타내었으며 IH군에서만 나사 고정 방법에 따라서도 차이가 있었다 (P < .05). 결론: 나사 유지형 임플란트 보철물에서는 외부연결방식인 경우에는 큰 영향이 없으나, 내부연결방식에서는 보다 큰 변형율이 발생하고 나사 고정 방법도 영향을 주는 것으로 나타났다.

• 한국산학기술학회논문지
• /
• 제17권4호
• /
• pp.734-742
• /
• 2016

최근 21세기에 접어들어 무분별한 발전의 결과로 석탄, 석유 등의 화석연료가 고갈되고 있으며, 지구 온난화가 진행중이다. 이미 유럽과 미국 등의 선진국에서는 신재생 에너지 분야에 관심을 갖고 있으며, 그 중에서도 풍력에너지가 많은 관심을 받고 있다. 풍력발전타워는 운용 중 주기적인 하중의 발생으로 만들어지는 주파수를 회피하여 설계를 해야 한다. 일반적으로 구조해석 과정 시 지반을 고정단 경계조건으로 해석한다. 하지만, 고정단 경계조건의 경우 지반 조건 상호작용을 고려하지 못하여 목표 진동수를 벗어나게 된다. 본 연구에서는 용량 별 지반경계 조건 및 기초의 근입깊이를 고려한 고유진동수 효과를 연구하였으며, 변수에 따른 차이를 확인하였다. 결과적으로 고정단 경계조건 모델은 지반조건과 근입깊이의 영향을 받지 않으며, Coupled Spring 경계조건 모델은 지반조건에는 영향을 받지만, 근입깊이에는 영향을 받지 않는다. Winkler Spring 경계조건의 경우에는 지반조건과 근입깊이에 모두 영향을 받는다. 하지만, 얕은 깊이의 지반에서는 지반조건의 영향을 받지 않으므로 Coupled Spring 경계조건 모델을 활용한 지반조건 별 해석을 수행하는 것이 효과적이다.

• Structural Engineering and Mechanics
• /
• 제15권4호
• /
• pp.381-394
• /
• 2003

While constructing multistorey buildings with reinforced concrete framed structures it is a common practice to provide parking space for vehicles at the ground floor level. This floor will generally consist of open frames without any infilled walls and is called an open-storey. From a post disaster damage survey carried out, it was noticed that during the January 26, 2001 Bhuj (Gujarat, India) earthquake, a large number of reinforced concrete framed buildings with open-storey at ground floor level, suffered extensive damage and in some cases catastrophic collapse. This has brought into sharp focus the need to carry out systematic studies on the seismic vulnerability of such buildings. Determination of vulnerability requires realistic structural response estimations taking into account the stochasticity in the loading and the system parameters. The stochastic finite element method can be effectively used to model the random fields while carrying out such studies. This paper presents the details of stochastic finite element analysis of a five-storey three-bay reinforced concrete framed structure with open-storey subjected to standard seismic excitation. In the present study, only the stochasticity in the system parameters is considered. The stochastic finite element method used for carrying out the analysis is based on perturbation technique. Each random field representing the stochastic geometry/material property is discretised into correlated random variables using spatial averaging technique. The uncertainties in geometry and material properties are modelled using the first two moments of the corresponding parameters. In evaluating the stochastic response, the cross-sectional area and Young' modulus are considered as independent random fields. To study the influence of correlation length of random fields, different correlation lengths are considered for random field discretisation. The spatial expectations and covariances for displacement response at any time instant are obtained as the output. The effect of open-storey is modelled by suitably considering the stiffness of infilled walls in the upper storey using cross bracing. In order to account for changes in soil conditions during strong motion earthquakes, both fixed and hinged supports are considered. The results of the stochastic finite element based seismic analysis of reinforced concrete framed structures reported in this paper demonstrate the importance of considering the effect of open-storey with appropriate support conditions to estimate the realistic response of buildings subjected to earthquakes.

• Asian-Australasian Journal of Animal Sciences
• /
• 제28권9호
• /
• pp.1259-1265
• /
• 2015

The present study was performed to study the genetic relationship of productive life with production and type traits of Korean Holsteins at first three lactations. The data for the analysis from 56,054, 28,997, and 11,816 animals of first, second and third parity cows which were born from 2006 to 2011 were collected by Dairy Cattle Improvement Center, National Agricultural Co-operative Federation. Milk, protein and fat yields adjusted for 305 days and average somatic cell score considered as production traits and analyzed type traits were stature, strength, body depth, dairy form, rump angle, rump width, rear leg side view, foot angle, front attachment placement, rear attachment height, rear attachment width, udder cleft, udder depth, front teat placement and front teat length. A multi trait genetic analysis was performed using Wombat program with restricted maximum likelihood animal model composed of fixed effect of birth year, farm and the random effect of animal and random residual effect according to the traits. Heritability estimates of productive life were between 0.06 and 0.13. Genetic and phenotypic correlations between production and productive life traits ranged from 0.35 to 0.04 for milk, 0.16 to 0.05 for protein and 0.18 to 0.02 f 15-0034 (2nd) 150520 or fat. Somatic cells score showed a negative genetic and phenotypic correlation with productive life and also udder type traits, indicating that the selection for higher udder traits will likely to improve resistance to mastitis and persistence in the herd. Among all dairy form type traits, udder characters such as udder cleft showed a significant relationship with productive life. However, a specific change of heritabilities or correlations were not observed with the change of parity. Moreover, further studies are needed to further confirm the significance of the above traits and the effect of parity on above relationships in order to minimize both voluntary and involuntary culling rates while improving herd health and maintaining high yielding dairy cows.

• 한국진공학회지
• /
• 제21권5호
• /
• pp.233-241
• /
• 2012

단결정 MgO (001) 기판에 DC 마그네트론 스퍼터로 하지층과 상지층으로 구성된 이중층을 증착, 열처리 온도와 시간을 고정시키고 이중층의 두께를 변화시켜 응집현상을 제어하여 자기구조화, 나노 구조화된 박막을 제작하였다. 진행한 실험에선 기존에 연구되었던 단층에서의 응집현상이 아닌 하지층과 상지층으로 구성된 이중층의 응집현상으로 나노 점을 형성하였다. 하지층은 Ti, Cr, Co 그리고 상지층은 Ag를 증착하였다. Atomic force microscopy를 통하여 하지층의 물질에 따라 나노 점의 형성 여부가 관찰되었고 형성된 나노 점의 형상이 다르게 나타난 것을 확인하였다. 결과적으로 이중층의 응집현상을 이용하여 나노 점을 제작할 때 가장 적합한 하지층의 물질은 Ti로 확인하였다. 또한 Ti/Ag 시료는 X-ray Diffraction 분광법을 통하여 Ag는 기판으로 사용된 MgO의 (001) 방향을 따라서 에피택셜하게 성장한 것을 확인하였다.