• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.14 no.1
• /
• pp.43-55
• /
• 2001

본 논문에서는 현행 표준적인 P.S.C거더 교량의 적정 가로보 수를 위한 매개변수 연구를 수행하였다. 교량의 길이는 P.S.C거더교로서 국내에서 가장 흔히 사용되는 30m의 단순교를 채택하였다. 교량의 해석방법으로는 상부의 슬래브와 거더를 효율적으로 모델링하기 위하여 정밀해석법인 유한요소법을 사용하였다. 본 연구에서 사용된 매개변수로는 크게 두 가지로 분류되는데, 하나는 사용된 가로보의 개수이고 다른 하나는 교량의 사각(Skew)이다. 상부 슬래브는 쉘 요소와 빔 요소를 연결하는데 효율적인 회전자유도를 가지는 쉘 요소로 모델링 하였다. 슬래브와 거더의 중심축이 이격되어 있는 문제를 정확히 고려하기 위하여 편심보 요소를 사용하였다. 해석 모델은 가로보가 각각 7,5,3개 있는 경우를 선정하였다. 이러한 조건하에서 정적 해석을 수행하여 최대 휨모멘트, 전단력, 비틀림 모멘트값을 구하여 현행 시방서에서 규정된 극한치를 만족하는지 검토하였다. 검토결과 현재 사용되고 있는 P.S.C거더 교량에서의 가로보 개수는 과다한 것으로 판단되며 경제적인 설계를 위하여 가로보의 개수를 줄일 수 있을 것으로 제안하였다.

• Journal of Korean Society of Steel Construction
• /
• v.23 no.3
• /
• pp.261-273
• /
• 2011

Recently, the demands for steel frame are increasing because of the trend and due to the demand for bigger and higher buildings. In the analysis of typical steel frame, connections are based on the idealized fixed or pinned connection. A fixed connection assumes that the relative angle of each member before deformation is the same after the transformation. Therefore, the stiffener reinforces the connection to sufficient rigidity and stability of the panel zone. In the economical aspect, however, the necessity of connection that the stiffener reinforcement has omitted is increasing due to the excessive production as well as labor costs of connection. In contrast, pinned connection is assumed that bending moments between the beams and columns do not transfer to each member. This is easy to make in the plant and the construction is simple. However, the structural efficiency is reduced in pinned connection because connection cannot transfer moments. The introduction of this semirigid process can decide efficient cross-sectional dimensions that promote ease in the course of structural erection, as performed by members in the field-a call for safety in the entire frame. Therefore, foreign countries exert efforts to study the practical behavior and the results are applied to criterion. This paper analyzes the semirigid connection of domestic steel by design specifications of AISC/LRFD and make data bank that pertain to each steel. After wards, the results are compared to those of idealized connection; at the same time, this paper presents a design method that matches economic efficiency, end-fixity, and rotational stiffness.

• Tuberculosis and Respiratory Diseases
• /
• v.40 no.5
• /
• pp.558-564
• /
• 1993

Background: Gallium scans was used clinically for detection of inflammatory lesion, granulomatous process and neoplasm and inflammatory activity in interstitial disease. So we had perfomed $Ga^{67}$ scan to see the finding of $Ga^{67}$ scan in miliary tuberculosis and to correlate $Ga^{67}$ uptake with that of the chest PA and the clinical severity. Method: We examined 10 patients who were confirmed as having miliary tuberculosis, with $Ga^{67}$ scan, chest PA and arterial blood gas analysis. Results: 1) Diffuse, positive gallium uptake was seen in all cases of miliary tuberculosis. 2) In most of cases, gallium uptake was noted only at the lung field in spite of hematogenous spread of tuberculous foci. 3) The strong correlation between chest PA and $Ga^{67}$ scan finding was seen. 4) The intimate correlation between arterial hypoxemia and $Ga^{67}$ scan finding was also noted. Conclusion: Gallium scan showed diffuse pulmonary uptake in all cases of miliary tuberculosis and it may provid a useful information to assess the disease severity in miliary tuberculosis.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.11a
• /
• pp.181-184
• /
• 2008

In the case of RC beams simply supported, there is arch action that the length of internal lever arm varies through span. Recently the shear analysis model which considers this arch action has been developed, but this analysis model is only applicable to RC beams subjected to concentrated load. In this study, therefore, the fundamental relationship between internal lever arm length and applied moment is developed with considering general load such as uniformly distributed load. The shear compatibility condition is also derived, which is also applicable to RC beams subjected to uniformly distributed load. From the analysis results of RC beams, the variation of shear strains through span could be expected by the proposed analysis model. The magnitude of shear strains expected from analysis is so relatively small that the effect of shear force due to arch action should be considered on analysis.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.35 no.1
• /
• pp.23-28
• /
• 2022

Natural frequency variations in a vehicle-bridge interaction system is examined. The interaction system is designed for a simple beam subject to a moving vehicle. The equation of motion for the system is derived under the quarter-car condition, and numerical simulation is performed. Frequency amplification ratio (FAR) is defined as a ratio between the initial and the varying natural frequency of the system; a discontinuity in the FAR implies a resonance condition. Analysis is mainly focused on patterns, frequency variation characteristics, and discontinuity points of the FAR under the vehicle mass and tire stiffness variations. The result reveals that the interactions between the system affects the natural frequency of both the vehicle and the bridge in similar frequency regions that can be visually identified at the middle of the span using the FAR.

• Computational Structural Engineering
• /
• v.3 no.4
• /
• pp.113-122
• /
• 1990

An analytical simulation of the flexural behavior of SFRC beam has been illustrated. Curvature distributions and crack opening in critical region were taken into account. Compressive and tensile constitutive models which express post-peak behavior of SFRC with stress-crack opening relationships were incorporated in simulating nonlinear flexural behavior of the beam. The model was able to predict test results with reasonable accuracy. Behavior of the critical section and effects of different factors m the flexural behavior of SFRC beam were investigated. Simple observation and statistical approach have been made in selecting most influential parameters in flexural behavior of SFRC.

• Proceedings of the Korean Society of Computer Information Conference
• /
• 2009.01a
• /
• pp.185-188
• /
• 2009

단일 카메라 영상으로 입력되는 환경 정보에 대해서 보도에 대한 길의 소실점과 보도 영역에 대한 정보를 획득하는 방법과 보도 영역에 대해 블록 세그멘테이션을 통하여 장애물과 같은 물체 영역을 구분한다. 소실정과 보도 영역을 획득하기 위한 방법으로 에지영상에서 보도의 외곽선 정보를 추출하도록 한다. 이를 위해 체인코드를 이용하여 특정한 방향으로 향하는 직선 성분을 검출하도록 한다 보도 영역 내에 존재하는 물체의 영역을 구분하기 위해서 영역을 특정 크기를 가지는 블록으로 구분하고 각 블록이 가지는 평균 컬러 정보를 이용하여 영역을 세그멘테이션 한다. 세그멘테이션을 통해 얻은 영역을 통해 보도의 영역과 장애물의 영역을 구분하고 각 장애물의 위치를 계산하다. 알고리즘의 평가를 위해 실내의 복도 환경과 단순한 형태를 가지는 실외 환경에서 획득한 영상을 이용하여 실험하였다.

• Composites Research
• /
• v.14 no.3
• /
• pp.69-76
• /
• 2001

This paper proposes a double cantilever sandwich-beam method fur evaluating the frequency dependence of dynamic characteristics of rubbers. The flexural vibration of a double cantilever sandwich-beam specimen with an inserted rubber layer was studied using a finite element simulation in combination with the sine-sweep test. Quadratic relationships of dynamic elastic modulus and material loss factor of rubbers with frequency were suggested employing the least square error method.

• Journal of KSNVE
• /
• v.9 no.3
• /
• pp.607-612
• /
• 1999

Natural frequencies of non-symmetrically tapered beams with simply supported ends were determined by solving the frequency equations. In the case of symmetrically tapered beams. the finite element method was adopted for frequency computation. Computed frequencies of tapered beams were expressed as functions of taper ratio. a. and sectional properties. ( m, n).

• Proceedings of the Korean Information Science Society Conference
• /
• 2002.10d
• /
• pp.499-501
• /
• 2002

본 논문은 푸리에영역에서 상관을 계산하기 위한 합성화상을 이용하여 에러가 포함된 화상의 패턴매칭 및 검증에 유효한 새로운 패턴매칭 알고리즘을 제안한다. 두개의 화상을 푸리에변환하여 합성화상을 계산하면 원화상의 중요한 성질은 푸리에영역에서 만들어진 합성화상의 중심부분에 집중된다는 데 착안하여 푸리에공간에 나타난 화상의 중심부분만을 추출하여 비교함으로써 화상의 동일여부에 관한 검증이 보다 단순하게 이루어질 수 있음을 보인다. 또한 원화상에 잡음이 포함된 경우에 푸리에변환의 공간에서 잡음이 중심 부분에서 먼 곳에 분포되는 것에 착안하여 잡음이 포함된 화상과 원화상의 매칭에도 유효함을 보인다. 실험을 통하여 10개의 표준화상과 가우시안잡음이 첨가된 화상을 사용하여 화상을 구분해 내고, 잡음이 있는 화상은 동일한 화상으로 인식함을 보인다. 실험결과는 합성화상의 중심부분에 존재하는 전체의 0.5%의 화소만을 비교함으로써 패턴인식이 가능함을 보여준다.