• 대한건축학회논문집:계획계
• /
• 제36권3호
• /
• pp.69-78
• /
• 2020

This study is designed to find out the role and relation of the Nemok-dori support members in order to clearly specify the structure of the Dapogye architecture which adopts the Nemok-dori. The dori at the eaves in the Dapogye architecture was expanded to include Oemok-dori, Jusim-dori and Nemok-dori in cooperation with the bracket. The Oemok-dori is used to lengthen the eaves and the Jusim-dori makes the reasonable transfer of loads while the Namok-dori contributes to the stability of the building through the balancing of the bracket. Nemok-dori is located higher than Oemok-dori or Jusim-dori, depending on the slope of Jangyeon and the distance of Chulmok. But as it is not directly supported by bracket or beam, it needs an independent support. The vertical support of Nemok-dori is selectively involved with Cheomcha, lower Jangyeo, support Wall and upper Jangyeo. As the time went by, the vertical height increased, thus making the omitted members less. The horizontal support of Nemok-dori is made in various ways. There are also special cases such as the Nemok-dori □ type chain structure for small rectangular buildings, the 'Nemok-dori = Jung-dori' type for the buildings having small sides and the 'Nemok-dori = Meongechangbang' type appearing on the lower part of the Bankanmulrim type middle height buildings. The horizontal support of Nemok-dori usually uses either the support of the Toeryang type member, the support of beam directed Hwaban or the support through overlaying of internal Jegong. As the time went by and the number and distance of Chulmok increased, the multiple support structures acted together rather than as one support structure. Nemok-dori got stabilized as it has both the vertical and horizontal supports and this support structure also has he role of decoration.

• Structural Engineering and Mechanics
• /
• 제60권2호
• /
• pp.193-209
• /
• 2016

In this study, wave force tests were carried out for the four types of offshore support structures with scale factor 1:25 and wave forces to the support structure shapes were investigated. As the results of this study, it was found that, as the wave period increased at the normal wave condition, wave force decreased for the most cases. Extreme wave force was affected by the impact wave force. Impact wave force of this study significantly effect on Monopile and slightly on GBS and Hybrid type. Accordingly, Hybrid type indicated even lower wave force at the extreme and irregular wave conditions than the Monopile although Hybrid type indicated higher wave force at the normal wave condition of the regular wave because of the larger wave area of wave body. In respects of the structural design, since critical loading is extreme wave force, it should be contributed to improve structural safety of offshore support structure. However, since the impact wave force has nonlinearity and complication dependent on the support structure shape, wave height, wave period, and etc., more research is needed to access the impact wave force for other support structure shapes and wave conditions.

• 시스템엔지니어링학술지
• /
• 제13권1호
• /
• pp.25-31
• /
• 2017

This paper aims to evaluate the conservatism in the design of APR1400 (Advanced Pressurized water Reactor 1400 designed by KHNP) reactor internals component, the LSS (Lower Support Structure). Re-engineering of the LSS is done based on the system design condition data and applicable ASME code that was used for the original APR1400 design. Systems engineering approach is applied to design the LSS of APR1400 without refering APR1400 LSS dimensional parameters and tries to verify important design parameters of APR1400 LSS as well as the validity of the re-engineering design process as independent verification method of reactor component design. Systems engineering approach applied in this study following V-model approach. The re-engineered LSS design showed more than enough conservatism for static loading case. The maximum deflection of LSS is under 1mm (calculated value is 0.25mm) from 4000 mm diameter of LSS. Hence the deflection can be ignored in other reactor internals for structural integrity assessment. Especially the effect of LSS deflection on fuel assembly can be minimized and which is one of the main requirements of LSS design. It also showed that the maximum stress intensity is 2.36MPa for the allowable stress intensity of 60.1 MPa. The stress resulted from the static load is also very small compared to the maximum allowable stress intensity, hence there is more than enough conservatism in the LSS design.

• 화약ㆍ발파
• /
• 제26권2호
• /
• pp.52-63
• /
• 2008

최근 노후화와 기능적 요건을 만족하지 못하여 불용되는 원통형 사일로의 해체 수요가 증가되면서 원통형 사일로의 해체에 대한 관심이 부각되고 있다. 본 연구에서는 전도공법에 의한 원통형 사일로의 발파해체를 수행하였다. 발파해체 결과, A 원통형 사일로는 예측된 방향으로 정확히 전도되었으며, B 원통형 사일로의 실제 전도방향은 예측방향과 약간의 차이를 보였다. 이것은 하단부 기둥과 링거더 지지부가 힌지 라인으로 설계되었으나, 실제 거동에서는 링거더 지지부만이 힌지 라인의 역할을 하였기 때문이다. 충격진동의 경우에는 예측 범위 이하로 측정되었다.

• Smart Structures and Systems
• /
• 제15권3호
• /
• pp.787-806
• /
• 2015

Due to corrosion, a large number of belt conveyors support structure in industrial plants have deteriorated. Severe corrosion may result in collapse of the structures. Therefore, practical and effective structural assessment techniques are needed. In this paper, damage identification methods based on two specific local vibration modes, named periodic and isolated local vibration modes, are proposed. The identification methods utilize the facts that support structures have many identical members repeated along the belt conveyor and there exist some local modes within a small frequency range where vibrations of these identical members are much larger than those of the other members. When one of these identical members is damaged, this member no longer vibrates in those modes. Instead, the member vibrates alone in an isolated mode with a lower frequency. A damage identification method based on frequencies comparison of these vibration modes and another method based on amplitude comparison of the periodic local vibration mode are explained. These methods do not require the baseline measurement records of undamaged structure. The methods is capable of detecting multiple damages simultaneously. The applicability of the methods is experimentally validated with a laboratory model and a real belt-conveyor support structure.

• 한국원자력학회:학술대회논문집
• /
• 한국원자력학회 2001년도 춘계학술발표회요약집
• /
• pp.339.2-339
• /
• 2001

• 한국산학기술학회논문지
• /
• 제18권8호
• /
• pp.210-220
• /
• 2017

본 연구는 요양시설 노인의 사회적지지(MOS-SSS), 신체적(ADL, IADL) 및 정신적(CES-D, MMSE-K) 건강수준이 삶의 질(WHOQOL-BREF)에 미치는 영향을 파악 하고자 시도하였다. 조사대상은 D광역시에 소재하고 있는 15개소의 요양시설에 입소하고 있는 65세 이상 노인 524명을 대상으로 하였다. 자료 수집은 2015년 11월부터 2016년 1월까지의 기간 동안에 조사원이 조사대상 요양시설을 직접 방문하여 면접 조사하였다. 연구결과, 삶의 질 평균 점수는 사회적지지 총점이 낮은 군일수록, ADL 및 IADL이 정상범위노인 군보다 기능장애노인 군에서, CES-D가 정상상태 군보다 우울상태 군에서, MMSE-K가 정상상태 군보다 인지기능장애 군에서 유의하게 낮았다. 조사대상자의 삶의 질은 사회적지지, 일상생활수행능력, 도구적 일상생활수행능력 및 인지기능장애와 유의한 양의 상관관계를 나타낸 반면, 우울과는 유의한 음의 상관관계를 나타내었다. 공분산 구조분석 결과, 신체적 기능은 정신적 기능이나 사회적지지 보다 삶의 질에 더 큰 영향을 미쳤으며, 신체적 기능, 정신적 기능 및 사회적지지가 낮을수록 삶의 질을 저하시키는 효과가 있는 것으로 나타났다. 따라서 요양시설 노인의 삶의 질을 증진시키기 위해서는 신체적 기능의 향상을 위한 구체적인 방안을 모색할 필요가 있다고 생각된다.

• 유통과학연구
• /
• 제17권9호
• /
• pp.83-92
• /
• 2019

Purpose - This research is to verify job fitness, empowerment, and recognition of career development support having the influence on formation of occupational identity in Korean food franchise distribution company. Research design, data, and methodology - Total 600 copies have been distributed and 394 copies have been collected, the covariance structure analysis has been implemented to verify the presented research hypothesis. Results - Demand fit and competency fit being the lower level of job fitness appeared not to have significant influence on occupational identity, and also these do not have the significant influence on the empowerment. Even though formal career development support being lower level of career development recognition appeared to have significant influence on empowerment, nonformal career development support appeared not to have significant influence on empowerment. Formal career development support and nonformal career development support appeared to have significant influence on occupational identity. Finally, empowerment appeared to have significant influence on occupational identity. Conclusions - It is implied that the psychological and subjective success felt in employee's career course may be improved by the job related job fitness, the initiative being individual characteristic and formal and formless career development support being organizational characteristic.

• 대한기계학회논문집B
• /
• 제39권11호
• /
• pp.905-911
• /
• 2015

본 연구에서는 하부지지구조물 바닥판의 외곽영역에 위치한 구멍의 크기 변경(구멍 직경 감소)이 노심 입구 유량분포에 미치는 영향을 조사하기 위해 상용 전산유체역학 소프트웨어인 ANSYS CFX R.15를 사용하여 계산을 수행하였고, 기존 바닥판 구멍 형태에 대한 계산 결과와 비교하였다. 결론적으로 하부지지구조물 바닥판의 외곽영역에 위치한 구멍의 직경 감소를 통해 노심 입구에서 보다 균일한 유량 분포를 얻을 수 있었다. 따라서 원자력 규제측면에서 볼 때 본 연구에서 제시한 하부지지구조물 바닥판의 외곽영역 구멍 형태의 설계 변경은 연료집합체의 기계적 건전성 및 노심 열적여유도를 향상시킬 수 있다는 측면에서 바람직할 것으로 판단된다.

• Structural Engineering and Mechanics
• /
• 제91권2호
• /
• pp.197-209
• /
• 2024

The vibration of elastically supported bidirectional functionally graded (BDFG) sandwich beams on an elastic foundation is investigated. The sandwich structure is composed of upper and lower layers of BDFG material and the core layer of isotropic material. Material properties of upper and lower layers are assumed to vary continuously along the length and thickness of the beam with a power-law function. Hamilton's principle is used to deduce the vibration equations of motion of the sandwich Timoshenko beam. Then, the partial differential equation of motion is spatially discretized into a time-varying ordinary differential equation in terms of Chebyshev differential matrices. The eigenvalue equation associated with the free vibration is formulated to study the influence of various slenderness ratios, material gradient indexes, thickness ratios, foundation and support spring constants on the vibration frequency of BDFG sandwich beams. The present method can provide researchers with deep insight into the impact of various geometric, material, foundation and support parameters on the vibration behavior of BDFG sandwich beam structures.