기계적 자극에 대한 백서 치주인대 섬유아세포의 변화

김태균,김창성,조규성,채중규,김종관,최성호,Kim, Tae-Gyun,Kim, Chang-Sung,Cho, Kyoo-Sung,Chai, Jung-Kiu,Kim, Chong-Kwan,Choi, Seong-Ho 대한치주과학회 2001 Journal of Periodontal & Implant Science Vol.31 No.2

Periodontal disease is characterized by inflammation and subsequent loss and/or damage to tooth-supporting tissues such as bone, cementum,and periodontal ligament. Periodontal ligament and cementum are the key tissues in the initial process of regeneration following periodontal disease. Therefore, studies on cementoblasts, which form cementum are emphasized. It is still unclear which cells cementoblast differentiate from. This study was conducted under the hypothesis that PDL fibroblast can differentiate into either cementoblast or osteoblast depending on the conditions of surrounding tissue. Clinically, with excessive traction force of orthodontic appliances or excessive occlusion hypercementosis is observed, and this has been confirmed histologically. Consequently, activation of cementoblast can be expected in rats when mechanical stimuli are given to PDL fibroblast. Therefore, the purpose of this article is to prove that PDL fibroblast differentiates into cementoblast in rats under mechanical stimuli using histologic and molecular methods. In this study, twenty rats were given hard diet. Ten of them were sacrificed after 1 week, and the others were sacrificed after two weeks. Slides were made from tooth specimen, and they were studied under the microscope. In addition, PDL fibroblast and cementum from the extracted teeth were analyzed with Northern blotting. In histologic examination, as time passed, PDL fibroblast migrated to the dentin side, differentiated into cementoblast, and formed new cementum. In Northern blotting, it was found that mRNA expression of cementoblast-specific proteins such as BSP, OC, OPN, and type I collagen were more prominent in rats sacrificed after 2 weeks of hard-diet than rats sacrificed after 1 week. From these findings we can conclude that PDL fibroblast can differentiate into cementoblast under mechanical stimuli. We think that 'Rat Models' used in this study will be beneficial to future studies regarding cementoblast.

수학사적 관점에서 오일러 및 베르누이 수와 리만 제타함수에 관한 탐구

김태균,장이채,Kim, Tae-Kyun,Jang, Lee-Chae 한국수학사학회 2007 Journal for history of mathematics Vol.20 No.4

베르누이가 처음으로 자연수 k에 대하여 합 $S_n(k)=\sum_{{\iota}=1}^n\;{\iota}^k$에 관한 공식들을 유도하는 방법을 발견하였다([4]). 그 이후, 리만 제타함수와 관련된 베르누이 수와 오일러 수에 관한 성질들이 연구되어왔다. 최근에 김태균은 $\mathbb{Z}_p$상에서 p-진 q-적분과 관련된 확장된 q-베르누이 수와 q-오일러 수, 연속된 q-정수의 멱수의 합에 관한 성질들을 밝혔다. 본 논문에서는 연속된 q-정수의 멱수의 합에 관한 역사적 배경과 발달과정을 고찰하고, 오일러 및 베르누이 수와 관련된 리만 제타함수가 해석적 함수로써 값을 가지는 문제를 q-확장된 부분의 이론으로 연구되어온 q-오일러 제타함수에 대해 체계적으로 논의한다. J. Bernoulli first discovered the method which one can produce those formulae for the sum $S_n(k)=\sum_{{\iota}=1}^n\;{\iota}^k$ for any natural numbers k. After then, there has been increasing interest in Bernoulli and Euler numbers associated with Riemann zeta functions. Recently, Kim have been studied extended q-Bernoulli numbers and q-Euler numbers associated with p-adic q-integral on $\mathbb{Z}_p$, and sums of powers of consecutive q-integers, etc. In this paper, we investigate for the historical background and evolution process of the sums of powers of consecutive q-integers and discuss for Euler zeta functions subjects which are studying related to these areas in the recent.

행정중심복합도시 대중교통 이용활성화를 위한 수요탄력성 분석

김태균,박지은,이윤상,Kim, Tae-Gyun,Park, Ji-Eun,Lee, Yun-Sang 한국토지주택공사 토지주택연구원 2018 LHI journal of land, housing, and urban affairs Vol.9 No.3

Administrative city has been developed step by step aiming to being a public transport-oriented new city. In spite of its primary goal, administrative city is dominated by car-oriented tansportaion system because the supply of public transportation has not been adequately and timely performed. In this study, we investigate the current situation related to (public) transportation use in administrative city. Also, we examine the issues of traffic system through a survey on residents' consciousness about public transportation use. Additionally, the analysis of demand elasticity according to the change of the conditions of using public transportation and passenger car is conducted for passenger car users. As a result, it is analyzed that as the neighborhood is more stabilized after the completion of development the resistance to the abandonment of passenger car is higher when the tide demand control method is introduced. Therefore, it is concluded that pre-emptive public transportation supply and the management of car demand management are necessary for the activation of public transportation in Administrative city.

초음파 비이컨을 사용한 이동로봇 실내 주행용 파티클 필터 SLAM

김태균,고낙용,노성우,Kim, Tae-Gyun,Ko, Nak-Yong,Noh, Sung-Woo 한국전자통신학회 2012 한국전자통신학회 논문지 Vol.7 No.2

본 논문에서는 파티클 필터 방법을 이용한 이동로봇의 SLAM(Simultaneous Localization and Mapping) 방법을 제안한다. 이동로봇의 SLAM은 지도가 주어지지 않는 환경에서 로봇 스스로 자신의 위치를 파악하는 것과 동시에 지도를 만드는 것이다. 제안된 방법은 로봇의 위치를 추정함과 동시에 특징점인 외부 비이컨들의 위치를 추정하는 방법을 다루고 있다. 특히 파티클 필터 방법을 적용하여 이동로봇과 특징점 위치를 파티클의 분포에 의해 확률적으로 표현한다. 제안된 SLAM방법은 이동로봇의 동작 뿐 아니라 특징점 위치의 불확실성을 고려한다. 따라서 매 샘플링 시각에 특징점의 위치 정보도 불확실성을 고려하여 예측되어진다. 제안된 방법의 성능을 시뮬레이션과 실험을 통하여 평가하였다. 제안된 방법은 비이컨으로 부터의 거리 정보에 불규칙한 잡음이 있는 환경에서도 실질적으로 사용가능한 지도 정보를 제공하였다. 또한 통상의 최소자승법이나 데드레크닝 방법에 비해서 보다 정확하고 강건하게 로봇의 위치를 추정하였다. This paper proposes a particle filter approach for SLAM(Simultaneous Localization and Mapping) of a mobile robot. The SLAM denotes estimation of both the robot location and map while the robot navigates in an unknown environment without map. The proposed method estimates robot location simultaneously with the locations of the ultrasonic beacons which constitute landmarks for navigation. The particle filter method represents the locations of the robot and landmarks in probabilistic manner by the distribution of particles. The method takes care of the uncertainty of the landmarks' location as well as that of the robot motion. Therefore, the locations of the landmarks are updated including uncertainty at every sampling time. Performance of the proposed method is verified through simulation and experiments. The method yields practically useful mapping information even if the range data from the landmarks include random noise. Also, it provides more accurate and robust estimation of the robot location than the usual least squares methods or dead-reckoning method.

몬테카를로 위치추정 알고리즘을 이용한 수중로봇의 위치추정

김태균,고낙용,노성우,이영필,Kim, Tae-Gyun,Ko, Nak-Yong,Noh, Sung-Woo,Lee, Young-Pil 한국전자통신학회 2011 한국전자통신학회 논문지 Vol.6 No.2

본 논문에서는 몬테 카를로 방법을 사용한 수중로봇의 위치추정 방법을 제안한다. 수중로봇의 위치추정은 자율 주행을 위한 기본 기능의 하나이다. 제안된 알고리즘에 의하면 추측항법(데드 레크닝 방법)의 약점인 위치 오차 누적 문제를 해결할 수 있다. 제안된 방법은 확률적인 방법으로 로봇 동작의 불확실성과 센서 정보의 불확실성을 처리한다. 특히 칼만 필터 방법과 달리, 로봇의 비선형 운동 특성과 센서의 비가우시안 출력 분포 특성을 모델링할 수 있다. 본 논문에서는 수중로봇 위치 추정에 몬테카를로 위치추정(Monte Carlo Localization : MCL, 이하 MCL로 표기함) 알고리즘을 적용하기 위하여 오일러각을 이용하여 모션모델을 구하였다. 또한 수중로봇에 모션모델과 센서모델을 적용하여 시뮬레이션을 구현하고, 이를 통해 수중로봇에 MCL 알고리즘의 적용 가능성을 보였다. The paper proposes a localization method of an underwater robot using Monte Carlo Localization(MCL) approach. Localization is one of the fundamental basics for autonomous navigation of an underwater robot. The proposed method resolves the problem of accumulation of position error which is fatal to dead reckoning method. It deals with uncertainty of the robot motion and uncertainty of sensor data in probabilistic approach. Especially, it can model the nonlinear motion transition and non Gaussian probabilistic sensor characteristics. In the paper, motion model is described using Euler angles to utilize the MCL algorithm for position estimation of an underwater robot. Motion model and sensor model are implemented and the performance of the proposed method is verified through simulation.

조건부가치측정법(CVM)을 활용한 개발사업지구 내 유휴부지 유료주차장 활용방안 연구

김태균,박지은,윤정란,Kim, Tae Gyun,Park, Ji Eun,Yun, Jeong Ran 한국토지주택공사 토지주택연구원 2019 LHI journal of land, housing, and urban affairs Vol.10 No.3

In this study, the author suggests utilizing unsold and unused land as temporary commercial parking lots as a way to raise funds for active public transport use. In addition, reasonable parking fee scheme is suggested by estimating marginal parking fee and marginal parking distance for the commercial parking lots based on the CVM. The author conducts a survey to investigate citizens' opinion on utilizing unsold and unused land in the urban development project area as temporary commercial transport facilities such as parking lots. Based on survey outcome, travel behavior and requirements are analyzed and marginal parking fee and marginal parking distance are estimated through the Contingent Valuation Method (CVM). The results are as follows: in the single-bounded dichotomous choice model, people are willing to pay 216 KRW for 165m in average for 10 minutes and their willingness to pay goes down against reaching distance to the parking lots from 365 KRW for 50m, 295 KRW for 100m, 173 KRW for 200m, and 51 KRW for 300m; in the double-bounded dichotomous choice model, people are willing to pay 285 KRW for 165m in average for 10 minutes and their willingness to pay goes down as well against reaching distance to the parking lots from 310 KRW for 50m, 297 KRW for 100m, 272 KRW for 200m and 248 KRW for 300m. It is clearly appeared that people's willingness to pay goes higher as distance to reach the parking lots goes shorter.

PSS 튜닝을 위한 기본 연구 PART II : PSS 실계통 최적 정수 선정을 위한 튜닝기법

김태균,신정훈,윤용범,김동준,문영환,백영식,Kim, Tae-Gyun,Sin, Jeong-Hun,Yun, Yong-Beom,Kim, Dong-Jun,Mun, Yeong-Hwan,Baek, Yeong-Sik 대한전기학회 2000 전기학회논문지A Vol.49 No.7

Based on the results in the first-part paper, PSS tuning methods including the determination of PSS gain and compensation of phasor lagging are investigated in this second part. In the phase compensation, PSS should compensate phase lagging, resulted from power system-generator-excitation system loop, to provide damping torque in equal phase with the generator speed. Also, PSS gain should be determined to provide maximum damping torque as much as possible without the other modes unstable. In this paper, gain tuning method using the root-locus and the phase compensation of PSS at the one machine with infinite bus system are presented. The differences between PSS tuning at the tuning condition and at the least-stable condition are also discussed.

설측 슬롯을 부여한 임플란트 고정성 보철물에서 내면 간격이 유지력에 미치는 영향

김태균,이규복,Kim, Tae-Kyun,Lee, Kyu-Bok 대한치과보철학회 2018 대한치과보철학회지 Vol.56 No.3

목적: 최근 임플란트 고정성 보철물 제작 시 나사 유지형 보철물의 교합적, 심미적 단점을 해결하고, 시멘트 유지형 보철물에서 착탈 용이성을 확보하기 위하여 보철물 설측에 슬롯을 형성하는 방법이 소개되었다. 이 연구의 목적은 설측 슬롯을 부여한 시멘트 유지형 임플란트 보철물 제작 시에 내면 간격이 보철의 제거에 어떤 영향을 미치는지 알아보는 것이다. 재료 및 방법: 티타늄 지대주와 상부에 합착할 지르코니아 보철물 내면 간격을 30, 35, $50{\mu}m$의 3종류로 설정하여 종류별로 3개씩 총 15개를 제작하였다. 지르코니아 보철물은 티타늄 지대주의 선반 부위와 만나는 위치에서 1 mm의 공간이 생기도록 하여 탈착을 위한 슬롯(retrievable cement-type slot, RCS)을 형성하였다. 지대주와 지르코니아 보철물의 합착에는 자가 중합 레진 시멘트를 이용하였고, 합착 된 시편을 맞춤 제작된 장비를 이용하여 최대 제거 응력 값을 Ncm단위로 측정하였다. 통계적 분석으로 세 그룹을 비교하기 위해 Kruskal-Wallis 검정을 시행하였고 (${\alpha}=.05$), 사후검정으로 수정된 Mann-Whitney U-test와 Bonferroni correction 방법을 이용하여 차이를 보았다 (${\alpha}=.017$). 결과: 내면 간격이 $30{\mu}m$ 군과 $35{\mu}m$ 군간의 비교에 있어서 제거 응력에 통계학적으로 유의한 차이가 없었고 (P = .032), $30{\mu}m$군과 $50{\mu}m$군, $35{\mu}m$군과 $50{\mu}m$군간을 비교 할 때 유의한 차이가 나타났다 (P < .017). 결론: 그러므로 내면 간격은 지르코니아 보철물과 티타늄 지대주 사이의 유지력에 영향을 미쳤다. Purpose: Recently, a method of forming a slot in the prosthesis lingual has been introduced to solve the occlusal and aesthetic disadvantages of screw-retained prosthesis in the manufacture of implant-fixed prosthesis and to ensure retrievability in cement retained prostheses. The purpose of this study is to investigate the effect of the internal gap on the removal of the prosthesis in the preparation of cement-retained implant prostheses with lingual slots. Materials and methods: Titanium abutment and internal gap of the zirconia prosthesis to be attached to the upper part were set to 30, 35, and $50{\mu}m$, respectively. Three for each type total 15 were produced for each type. The zirconia prosthesis formed a retrievable cement-type slot with a space of 1 mm at the location where the titanium abutment meets the shelf area. Autocatalytic resin cement was used for bonding of abutment and zirconia prosthesis, and the maximum removal stress value was measured in units of Ncm by using the customized equipment of the cemented specimen. The Kruskal-Wallis test was used to compare the three groups by statistical analysis (${\alpha}=.05$), modified by post hoc test the Mann-Whitney U-test and the Bonferroni correction method were used to compare the two methods (${\alpha}=.017$). Results: There was no statistically significant difference in removal stress between the $30{\mu}m$ group and the $35{\mu}m$ group in the internal gap (P = .032), and there was a significant difference between the $30{\mu}m$ group and the $50{\mu}m$ group, between the $35{\mu}m$ group and the $50{\mu}m$ group (P < .017). Conclusion: Thus, the internal gap of computer-aided design affected the retention between the zirconia prosthesis and the titanium abutment.

실물모형 프리텐션 PSC 거더의 구조성능 시험

김태균,이두성,이성철,Kim, Tae Kyun,Lee, Doo Sung,Lee, Sung Chul 대한토목학회 2013 대한토목학회논문집 Vol.33 No.5

The main purpose of this study is to investigate the static behavior of a prestressed concrete (PSC) girder using pre-tension method. A 30m long full-scale pretension PSC girder is fabricated by the portable fabrication system and tested. All results have been compared to those obtained from F.E.A results. Deflections at the middle of girders have been measured for evaluation. Also, strains of concrete at the middle of span have been measured. From the results of experimental, the load when initial crack was developed was obtained to be 1.75 time the unfactered design load in the full-scale girder specimen. Also, the data of specimen are satisfied the desgin requirements of ductility on the Korea Bridge Design Specification(2010). In service state, the vertical deflection at center of test specimen when a initial crack was developed is satisfied the vertical deflection requirement under live load of the Korea Bridge Design Specification(2010). To verify the experimental results, we numerical analyze the test and confirmed that the data were similar with results from the test above. The pretension girder fabricated in site were found to have enough strength for safety under and after construction. 본 연구에서는 프리텐션 공법으로 제작된 프리스트레스 콘크리트 거더의 정적거동을 조사하는 것이 주요 목적이다. 이동식 제작대를 이용하여 현장에서 제작된 지간 30m의 프리텐션 거더에 대한 재하시험이 수행되었다. 모든 시험결과는 수치해석결과와 비교되었으며, 거더의 중앙부에 대한 변위와 변형률이 측정되었다. 실험결과에서 실물모형 시험체의 초기균열발생 하중은 사용하중 보다 1.75배 증가된 하중에서 발생하였다. 또한 연성설계기준을 만족하여 시험체는 초기균열 발생후에 취성파괴하지 않고 연성 파괴될 것으로 판단되었다. 사용성 검토에서 균열발생시의 처짐값이 도로교설계기준(2010)에서 제시한 활하중 재하시의 허용처짐량을 만족하였다. 유한요소 해석결과와 시험결과는 전체적인 거동이 매우 유사하게 나타났으며, 현장제작 프리텐션 거더의 사용성과 안전성 측면에서는 큰 문제가 없는 것으로 판단된다.

우주 주권시대 개막 '10주년'

김태균,Kim, Tae-Gyun 한국정보통신집흥협회 2005 정보화사회 Vol.176 No.-