• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.28 no.2C
• /
• pp.133-141
• /
• 2008

Theoretical analysis are developed to estimate the load transfer by soil arching in geosynthetic-reinforced and pile-supported(GRPS) embankment systems. According to the results of analyses, the efficiency of embankment pile systems increases when the geosynthetics are installed with piles. Especially the increment of efficiency is more remarkable in the low embankment height, where soil arching can not be fully developed. The factors affecting the load transfer in GRPS embankment systems are the pile spacing, the height and properties of embankments, and the strength of geosynthetics. The efficiency decreases with increasing the pile spacing, while it increases with the height and internal friction angle of embankment fills, and the strength of geosynthetics. These results of analyses show the proposed analysis method is resonable to estimate the soil arching in GRPS embankment systems.

• The Journal of Korean Philosophical History
• /
• no.35
• /
• pp.109-129
• /
• 2012

At this point, in Confucianism's schools debated about analysis for early theory and latterly it of nature between human and animal in Nongam Kim Changhyob's Confucianism. Oh Heeshang argued early theory about Shanguzaezungyongmunmok, written by Kim Changhyob, and establishment of theory about Yokuonyudozaelonshabyonnokbyon, written by him. Kim Changhup, brother of Kim Changhyob, argued so early theory about Shanguzaezungyongmunmok. O Yubong, student of Kim Changhyob, argued establishment of theory about Sobyon and Zabzee, written by Kim Changhyob. While, Yim Songzu argued early theory and establishment of theory about Zabzee. As a result, presenting researchers argued the same as. That is, they interpret early theory about difference of nature between human and animal in Kim Changhyob. they interpret about the same of nature between human and animal in it. However, Kim Changhyob wrote difference of nature between human and animal in Shanguzaezungyongmunmok. While, he wrote difference it and the same it in Yokuonyudozaelonshabyonnokbyon. He thought the same li between human and animal. However, he thought difference hyongki them. Furthermore, He wrote difference it and the same it in Zabzee. Therefore, they had depended on Kim Changhyob. As a result, posterity scholars interpreted early theory and establishment of theory about his theory. they depended on his authority. However, he changed himself theory.

• Computational Structural Engineering
• /
• v.8 no.3
• /
• pp.59-66
• /
• 1995

The dynamic responses of structure under impulsive loading have been investigated according to its duration, based on the theory of viscoplasticity which can appropriately represent the effects of plasticity and rheology simultaneously. The viscoplastic model has been implemented into the two-dimensional finite element system to solve plane stress, plane strain or axi-symmetric problems, and the implicit integration scheme, of which solutions are unconditionally stable for relatively large time step length, has been developed to simulate visoplastic straining with deriving the explicit relationship between stress and strain at a material point level. After simulation, one carefully concludes that the duration as well as magnitude of impulsive loading plays an important role in design of structures.

• Journal of the Korean Society of Propulsion Engineers
• /
• v.2 no.3
• /
• pp.36-46
• /
• 1998

Shock-wave in a supersonic diffuser flow cannot be stable even in the given pressure ratio which remains constant over time, and oscillates around a certain time-mean position. In the present study, oscillation of a normal shock-wave in a supersonic diffuser was analyzed by a small perturbation method. Upstream pressure perturbation was applied to a supersonic diffuser flow with a normal shock-wave. Stability of shock-wave was investigated by considering the diffuser pressure recovery and frequency of the pressure perturbation. The results obtained show that a stable oscillation of weak normal shock-wave is obtainable for the flow with the Mach number over 1.74. The ratio of sound pressures downstream to upstream of the shock wave increases with increase of the Mach number. The present results agree well with other analytical and experimental results.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.12 no.2
• /
• pp.119-128
• /
• 1999

본 연구는 등방탄성체에 고속충격하중이 작용하는 경우에 대한 유한요소해석에 관한 것으로 대상구조는 여러 가지 모양의 2차원 평면구조를 택하였다. Galerkin 방법을 이용하여 유한요소 정식화하였으며 직접시간적분법에 의해 수치해를 구하였다. 본 해석에서는 균열이 없는 평판으로 수치해와 이론해를 비교하여 수치해의 신뢰성을 확인하였으며, 0°, 30°, 45°경사 균열이 없는 평판에 적용한 3가지 예를 분석하였다. 수치해석 결과는 이론해의 결과와 상호 잘 일치하였다.

• Geotechnical Engineering
• /
• v.5 no.1
• /
• pp.35-46
• /
• 1989

To analyse the end bearing capacity of a single pile in cohesionless soils, the mode of deformation due to a pile penetration has been intestigated through model pile penetration tests using acetone hardening and resin impregnation technique. A new mode of deformation has been assumed from the experimental results and a new solution compeying with the theory of spherical cal.its expansion has been proposed. The end bearing capacity according to the proposed solution is expressed as the product of the limit spherical cavity expansion pressure multiplied by a col.relation factor. The results has been compared with other solutions based on the theory of cavity expansion. From the comparison, the proposed solution is expected to provide a way to solve the problem of pile bearing capacity prediction based on the theory of cavity expansion which often has been criticized as giving higher value of pile bearing capacity than the actual value.

• Proceedings of the Acoustical Society of Korea Conference
• /
• spring
• /
• pp.383-386
• /
• 1999

본 연구에서는 공중용 초음파 센서에 많이 사용되고 있는 원판형 압전소자, 정합층, 그리고 후면충, 세 부분으로 이루어진 다층 접합체의 진동 특성을 기계적 진동 방정식을 이용하여 이론적으로 해석하였으며, 해석결과의 타당성을 유한요소 해석방법을 사용하여 검증하였다. 본 연구의 해석 방법은 다층 판, 특히 압전세라믹과 정합층으로 이루어진 2층과 후면층이 추가된 3층에 대한 진동 방정식에 적절한 경계 조건 및 수렴조건을 적용하여 고유진동 주파수를 유도하였다. 그리고 이를 이용하여 초음파 탐측자 개발 시 널리 사용되고 있는 설계변수 즉, 각 층의 반경, 두께, 밀도, 그리고 영률의 변화에 대한 공진주파수의 변화 경향을 분석하였다. 공진주파수 변화 경향에 대한 이 해석 방법의 타당성을 널리 사용되고 있는 유한 요소해석법을 사용하여 검증한 결과, 두 해석결과는 좋은 일치를 보였다. 그러므로 본 연구의 결과는 종래의 등가회로나 유한요소 해석법에 비해 더 간편하고, 더 정확한 해석결과를 제공할 수 있는 해석도구로써 이용될 수 있을 것이다.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.28 no.1
• /
• pp.53-61
• /
• 2015

This paper presented the nonlinear behaviors of the single-layered lattice dome, which is widely used for the long-span structure system. The behaviors were analysed through the classical shell buckling theory as the single-layered lattice dome behaves like continum thin shell due to its geometric characteristics, and finite element analysis method using the software program Nastran. Shell buckling theory provides two types of buckling loads, the global- and member buckling, and finite element analysis provides the ultimate load of geometric nonlinear analysis as well as the buckling load of Eigen value solution. Two types of models for the lattice dome were analysed, that is rigid- and pin-jointed structure. Buckling load using the shell buckling theory for each type of lattice dome, governed by the minimum value of global buckling or member buckling load, resulted better estimation than the buckling load with Eigen value analysis. And it is useful to predict the buckling pattern, that is global buckling or member buckling.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.15 no.3
• /
• pp.735-750
• /
• 1991

본 연구에서는 적층 복합판의 충격 해석을 위하여 Reddy의 고차 전단 변형 이 론에 기초를 두고, 정적 압입 실험에 의한 접촉 법칙을 고려한 동적 유한 요소 해석 (dynamic finite element analysis)을 행하여 충격 실험에 의한 결과와 1차 전단변형 이론에 의한 해와 비교 검토하므로서, 그 유용성과 우수성을 입증하고, 적층 복합재의 충격 응력 및 응력파 전파 특성에 대하여 연구하고자 한다.

• Journal of the Korean Institute of Telematics and Electronics
• /
• v.18 no.2
• /
• pp.1-13
• /
• 1981

Simple models for analyzing noise factors have been derived for four fundamental types of feedback amplifiers. These models have been obtained by changing equivalent noise sources of feedback networks into equivalent input noise sources of basic amplifiers. They are used to analyse noise factors for these amplifiers. Noise tractors measured for the four types of feedback amplifiers agree with theoretical results.