IMF시대, 새로운 소비 경향을 읽어라

이종원,Lee, Jong-Won 대한제과협회 1998 베이커리 Vol.11 No.-

중앙공업사 권오학 실장

이종원,Lee, Jong-Won 대한제과협회 1997 베이커리 Vol.10 No.-

$Bio-pin^{(R)}$을 이용한 고정성 보철물의 탈락저항강도의 비교연구

이종원,조인호,이종혁,김승기,Yi Jong-Won,Cho In-Ho,Lee Jong-Hyuk,Kim Seung-Ki 대한치과보철학회 2005 대한치과보철학회지 Vol.43 No.2

Statement of problem. The current trend in prosthodontics is the adoption of a conservative approach to preparing dental prostheses by minimizing the amount of sound tooth structure removal during preparation. Purpose. The major disadvantage of the adhesion bridge is the inherently poor resistance to dislodgement that its use in areas subjected to high occlusal load is limited. The purpose of this study was to compare the dislodgement resistance of $Bio-pin^{(R)}$, conventional 3-unit and adhesion bridges. Material and methods. The experimental groups were classified as follows : Group I : 3-unit bridge cemented using $Super-Bond^{(R)}$ C&B Group II : Adhesion bridge cemented using $Super-Bond^{(R)}$ C&B Group III : $Bio-pin^{(R)}$ design adhesion bridge without incorporation of $Bio-pin^{(R)}$ (cemented using $Super-Bond^{(R)}$ C&B) Group IV-1 : $Bio-pin^{(R)}$ retained adhesion bridge incorporating a single $Bio-pin^{(R)}$ (cemented using $Super-Bond^{(R)}$ C&B) Group IV-2 : $Bio-pin^{(R)}$ retained adhesion bridge incorporating a single $Bio-pin^{(R)}$ (cemented using $Panavia^{(R)}$ F) Group V : $Bio-pin^{(R)}$ retained adhesion bridge incorporating two $Bio-pins^{(R)}$ (cemented using $Super-Bond^{(R)}$ C&B) Results. The results of this study were as follows : 1. Significant differences in dislodgement resistance of the restorations were found between Group I, Group II and Group III (p<0.05). No significant differences in dislodgement resistance of the restorations were observed between Group I Group IV-1 and Group V. However, there were significant differences in dislodgement resistance between Group II and the other groups (p<0.05). 2. No significant differences in dislodgement resistance of the restorations were observed between GroupIV-1 and GroupIV-2, both of which utilized a single $Bio-pin^{(R)}$. However, significant differences were observed when Group III was compared to either GroupIV-1 or Group V (p<0.05). 3. No significant differences in dislodgement resistance relative to the type of dental cements used were found. Conclusion. From the above results, it is concluded that the dislodgement resistance of $Bio-pin^{(R)}$ bridge restorations utilizing a single $Bio-pin^{(R)}$ is similar to that of a conventional 3-unit bridge. The results also suggest that $Bio-pin^{(R)}$ bridge restorations using a single $Bio-pin^{(R)}$ are a viable alternative to the conventional 3-unit bridge when minimal removal of sound tooth structure and fulfillment of both function and esthetic aspects are considered.

W-Station을 활용한 고밀도 초미세먼지 모니터링 연구: 제주도 사례

이종원,박문수,원완식,손석우,Lee, Jong-Won,Park, Moon-Soo,Won, Wan-Sik,Son, Seok-Woo 한국입자에어로졸학회 2020 Particle and Aerosol Research Vol.16 No.2

Although interest in air quality has increased due to the frequent occurrence of high-concentration fine particulate matter recently, the official fine particulate matter measuring network has failed to provide spatial detailed air quality information. This is because current measurement equipment has a high cost of installation and maintenance, which limits the composition of the measuring network at high resolution. To compensate for the limitations of the current official measuring network, this study constructed a spatial high density measuring network using the fine particulate matter simple measuring device developed by Observer, W-Station. W-Station installed 48 units on Jeju Island and measured PM_2.5 for six months. The data collected in W-Station were corrected by applying the first regression equation for each section, and these measurements were compared and analyzed based on the official measurements installed in Jeju Island. As a result, the time series of PM_2.5 concentrations measured in W-Station showed concentration characteristics similar to those of the environmental pollution measuring network. In particular, the results of comparing the measurements of W-Station within a 2 km radius of the reference station and the reference station showed that the coefficient of determination (R²) was 0.79, 0.81, 0.67, respectively. In addition, for W-Station within a 1 km radius, the coefficient of determination was 0.85, 0.82, 0.68, respectively, showing slightly higher correlation. In addition, the local concentration deviation of some regions could be confirmed through 48 high density measuring networks. These results show that if a network of measurements is constructed with adequate spatial distribution using a number of simple meters with a certain degree of proven performance, the measurements are effective in monitoring local air quality and can be fully utilized to supplement or replace formal measurements.

분포형 광섬유센서와 변형률 모드를 이용한 구조물의 손상탐지기법

이종원,Lee, Jong-Won 대한건축학회 2011 대한건축학회논문집 Vol.27 No.2

A damage detection method using natural frequency and strain mode shape calculated from dynamic strain date obtained by distributed fiber optic sensor is presented. An analytical model for cracked beam is used to calculate the natural frequency and strain mode shape for damaged beam, and damage location and severity are estimated based on neural network technique using the measured natural frequency and strain mode shape. An experimental study was carried out on a cracked cantilever beam to verify the present method for damage identification. The cracks were inflicted on the beam and free vibration tests were performed for the dynamic strain data from the distributed fiber optic sensor. The damage estimation was carried out and it has been found that the identified damage locations and severities agree reasonably well with the inflicted damages on the structure.

2대의 꿈이 영글어 간다-에델만 베이커리

이종원,Lee, Jong-Won 대한제과협회 1997 베이커리 Vol.1 No.-

'98 동경제과학교 연수기

이종원,Lee, Jong-Won 대한제과협회 1998 베이커리 Vol.10 No.-

제형파형강판 복부판의 탄성 연성전단좌굴 거동

이종원,길흥배,이학은,Yi, Jong Won,Gill, Heung Bae,Lee, Hak Eun 한국강구조학회 2005 韓國鋼構造學會 論文集 Vol.17 No.6

파형강판은 파형 형상으로 가공된 강판으로 높은 면내, 면외 방향의 강성을 갖으며, 건물, 교량 등으로 적용도가 높아지고 있다. 파형강판을 플레이트 거더나 프리스트레스트 박스거더교의 복부판으로 적용하면, 파형강판의 아코디언 효과에 의해 플랜지가 휨응력을 복부판이 전단응력을 대부분 지지하는 효율적인 구조를 얻을 수 있다. 전단응력을 받는 파형 강판은 전체좌굴, 국부좌굴 및 연성좌굴에 의해 내하력을 상실할 수 있다. 세 가지 좌굴 모드 중 연성 좌굴에 대한 명확한 분석은 거의 이루어지지 않았고 보수적인 강도 예측을 위한 강도 감소식이 사용되고 있다. 따라서 본 연구에서는 연성 좌굴 거동에 미치는 기하학적인 인자들의 영향을 파악하기 위하여 유한요소해석법을 이용한 좌굴해석이 수행되었다. 해석 결과는 연성 좌굴은 패널의 세장비와 북부판 높이 두께비의 복합변수에 의존하는 것으로 나타났다. Corrugated webs have been used for composite prestressed concrete box girder bridges. Innovative steel plate girders using corrugated webs have been proposed. It has been found that analytical and experimental researches conducted to determine the strength of trapezoidally corrugated webs can fail with respect to three different buckling modes: local, global, and interactive shear buckling. Shear buckling capacity equations based on classical and orthotropic plate buckling theories have been proposed,but these equations show some differences. In this paper, geometric parameters that influence interactive shear buckling behavior with interaction effects are identified via extensive bifurcation buckling analysis using the finite element meth.

청정지역 호주식품이 선보입니다

이종원,Lee, Jong-Won 대한제과협회 1998 베이커리 Vol.3 No.-

매장관리,돈 계산이 목적은 아니다

이종원,Lee, Jong-Won 대한제과협회 1998 베이커리 Vol.8 No.-