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RISS 인기검색어
- 검색키워드
- 저자 : 오경윤(Kyung-Yoon Oh) (검색결과 4 건)
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재료 특성이 철근 콘크리트 슬래브의 동적 거동에 미치는 영향
오경윤,조진구,홍종현,Oh, Kyung-Yoon,Cho, Jin-Goo,Hong, Chong-Hyun 한국농공학회 2007 한국농공학회논문집 Vol.49 No.4
The reinforced concrete slab is one of main structure members in the construction industry sector. However, most of researches regarding to RC slabs have been focused on two-dimensional Mindlin-type plate element on the basis of laminated plate theory since three-dimensional solid element has a lot of difficulties in finite element formulation and costs in CPU time. In reality, the RC slabs are subjected to dynamic loads like a heavy traffic vehicle load, and thus should insure the safety from the static load as well as dynamic load. Once we can estimate the dynamic behaviour of RC slabs exactly, it will be very helpful for design of it. In this study, the 20-node solid element has been used to analyze the dynamic characteristics of RC slabs with clamped edges. The elasto-visco plastic model for material non-linearity and the smeared crack model have been adopted in the finite element formulation. The applicability of the proposed finite element has been tested for dynamic behaviour of RC slabs with respect to characteristics of concrete materials in terms of cracking stress, crushing strain, fracture energy and Poisson's ratio. The effect on dynamic behaviour is dependent on not crushing strain but cracking stress, fracture energy and Poisson's ratio. In addition to this, it is shown the damping phenomenon of RC slabs has been identified from the numerical results by using Rayleigh damping.
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분포하중이 철근 콘크리트 슬래브의 동적 거동에 미치는 영향
오경윤 ( Oh Kyung-yoon ),조진구 ( Cho Jin-goo ),최수명 ( Choi Soo-myung ),홍종현 ( Hong Chong-hyun ) 한국농공학회 2008 한국농공학회논문집 Vol.50 No.2
This study has been carried out to investigate the dynamic characteristics of RC slabs. For this purpose, the 20-node solid element has been used to discretize the RC slabs into two parts of concrete and rebar. The material non-linearity considering elasto-visco plastic model and the smeared crack model have been adopted in the finite element formulation. The applied load can handle step load, load intensity of harmonic load, area of distributed load and frequency. The frequency of harmonic load has an significant effect on dynamic behaviour in terms of displacement. As the frequency is increased, the effect of load amplitude is more serious. Especially, if the frequency of harmonic load exceeds 30 Hz, it is noted that the displacement by harmonic load is greater than that by step load. In case of harmonic load, the damping effect shows no certain tendency with respect to frequency of load. In details, the damping is effective when the frequency of harmonic load is 2 Hz, but there is no consistent tendency according to damping ratio. The dynamic response when the frequency of harmonic load is 3 Hz shows same result for undamped case as well as for damped case with 5% damping ratio. It is also noted that we can get the largest deflection for damped case with 1% damping ratio. However, there is not any damping effect when the frequency of harmonic load is greater than 4 Hz.
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철근 콘크리트 슬래브의 디자인이 동적 거동에 미치는 영향
오경윤 ( Oh Kyung Yoon ),조진구 ( Cho Jin Goo ),최수명 ( Choi Soo Myung ),홍종현 ( Hong Chong Hyun ) 한국농공학회 2007 한국농공학회논문집 Vol.49 No.6
This paper is on the research of the special character of the dynamic response according to a design of the clamped reinforced concrete slab. In this study, the 20-node solid element has been used to analyze the dynamic characteristics of RC slabs with clamped edges. The elasto-visco plastic model for material non-linearity and the smeared crack model have been adopted in the finite element formulation. The design factor, which affect the dynamic response of the reinforced concrete slab, are the steel layer thickness, steel layer depth, steel layout method, steel layout angle and the slab thickness and span ratio. The main purpose of this study was to find out the dynamic response of the reinforced concrete slab according to above variables. The reduction of deflection/thickness ratio appeared less than 2% when the slab thickness between 20 and 21cm. It is desirable that the slab thickness must be above 20-21cm. The reduction ratio of deflection is appeared greatly when the value of the span/thickness ratio is between 25 and 30. In conclusion, the steel layer depth and thickness had a little effect on deflection of the dynamic response, but had no effect on the steel layout angle.
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무선 랜에서 멀티미디어 스트리밍을 위한 응용 인지 기반 고속 핸드오버
박종태(Jong-Tae Park),나재욱(Jae-Wook Nah),윤성화(Sung-Hwa Yun),오경윤(Kyung-Yoon Oh) 한국통신학회 2008 韓國通信學會論文誌 Vol.33 No.11B
무선 랜에서 VoIP, 비디오/오디오 스트리밍, 그리고 비디오 화상 회의 서비스 등 실시간 멀티미디어 서비스를 위해 QoS를 보장하는 핸드오버를 제공하는 것이 중요한 연구 분야로 부각되고 있다. 본 논문에서는 무선 랜에서 실시간 멀티미디어 서비스의 QoS 보장을 위한 효율적인 링크 계층 핸드오버 방법을 제시한다. 제안된 핸드오버 방법은 응용 프로그램의 종류와 무선 네트워크의 환경에 따라 능동적 탐색 주기와 탐색 채널의 수를 동적으로 적용할 수 있어서 응용 서비스의 품질 저하를 막고 시그널링 오버헤드를 최소화 할 수 있다. 시뮬레이션을 통해 제안된 방법에 대한 검증을 하였으며, 그 결과 제안된 핸드오버 방법은 실시간 멀티미디어 응용 서비스에 따라 효율적인 능동 탐색 절차를 수행하면서 해당 응용 서비스의 QoS를 보장해 줄 수 있음을 알 수 있었다.. Providing handover with guaranteed QoS for real-time multimedia service such as VoIP, video/audio streaming, and video conferencing in wireless LAN is a challenging task. In this paper, we present efficient layer 2 handover mechanism in wireless LAN, which can provide fast handover with guaranteed QoS for real-time multimedia service. To this end, the scanning period and the number of channels per scanning for handover are dynamically adapted to the type of applications and wireless networking environment, so that both the degradation of application service quality and signaling overhead are minimized simultaneously. The performance of the proposed mechanism is verified by the simulation. The simulation results show that the proposed mechanism guarantess QoS of each multimedia application with minimal power consumption.
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