• 한국소음진동공학회논문집
• /
• 제15권6호
• /
• pp.731-737
• /
• 2005

This paper evaluates dynamic performance of a cab over type large-sized truck for estimating the effects of frame's torsional characteristics using a computer model. The computer model considers two mounting methods of frame, flange mounting and web mounting. Frame is modeled by finite elements using MSC/NASTRAN In order to consider the flexibility of frame. The torsional test of the frame is conducted In order to validate the modeled finite element model. A load cell is used to measure the load applied to the frame. An angle sensor is used to measure the torsional angle. An actuator is used to apply a load to the frame. To estimate the effects of frame's torsional characteristics on dynamic performance, simulations are performed with the flange mounting and web mounting frame. Simulation results show that the web mounting frame's variations of roll angle, lateral acceleration, and yaw rate are larger than the flange mounting frame's variations, especially in the high velocity and the second part of the double lane course.

• ETRI Journal
• /
• 제32권2호
• /
• pp.230-240
• /
• 2010

The IEEE802.16j standard uses non-transparent relay stations to extend coverage. There are two types of non-transparent relay modes, that is, the time-division transmit and receive (TTR) relay mode which can operate with one of two types of frame structures, a single-frame and multiframe structure, and the simultaneous transmit and receive (STR) relay mode. In this paper, we analyze the relay performance of TTR and STR relay modes in IEEE 802.16j MMR system. We also propose a fair resource allocation scheme for the downlink relay frame. Numerical results show that relay performance of the TTR with a single-frame or a multiframe structure and that of the STR relay modes are almost the same in a two-hop system. However, in a three-hop system, the TTR mode with a single-frame structure outperforms other relay modes.

• Earthquakes and Structures
• /
• 제9권4호
• /
• pp.699-718
• /
• 2015

The effect of reinforcing concrete members with high strength steel bars with yield strength up to 600 MPa on the overall seismic behavior of concrete moment frames was studied experimentally and numerically. Three geometrically identical plane frame models with two bays and two stories, where one frame model was reinforced with hot rolled bars (HRB) with a nominal yield strength of 335 MPa and the other two by high strength steel bars with a nominal yield strength of 600 MPa, were tested under simulated earthquake action considering different axial load ratios to investigate the hysteretic behavior, ductility, strength and stiffness degradation, energy dissipation and plastic deformation characteristics. Test results indicate that utilizing high strength reinforcement can improve the structural resilience, reduce residual deformation and achieve favorable distribution pattern of plastic hinges on beams and columns. The frame models reinforced with normal and high strength steel bars have comparable overall deformation capacity. Compared with the frame model subjected to a low axial load ratio, the ones under a higher axial load ratio exhibit more plump hysteretic loops. The proved reliable finite element analysis software DIANA was used for the numerical simulation of the tests. The analytical results agree well with the experimental results.

• 방송공학회논문지
• /
• 제18권6호
• /
• pp.850-858
• /
• 2013

본 논문에서는 스테레오스코픽 3D 동영상에서 왼쪽과 오른쪽 영상 사이의 프레임 동기가 맞지 않아 시청에 어려움을 주는 문제를 해결하기 위해 두 영상에서 물체의 움직임에 따른 시간적 프레임 차분 영상을 이용한 동기화 방법을 제안한다. 먼저, 스테레오 조정(rectification) 과정을 통해 수직 시차를 보정한 왼쪽과 오른쪽 입력 동영상에서 시간적 프레임 차분 영상을 구하고, 두 차분 영상들에 대한 수평 방향 프로파일을 계산한다. 그 다음, 두 수평 프로파일의 절대 오차에 대한 평균 (mean of absolute difference(MAD))을 계산하여 그 값이 최소가 되는 프레임 조합을 찾아 스테레오스코픽 3D 동영상의 동기를 맞출 수 있도록 하였다. 실험결과, 두 영상의 프레임 동기가 맞는 프레임 조합에서 최소 MAD 값을 기록하여 제안 방법을 통해 스테레오스코픽 3D 동영상에서의 프레임 동기화가 가능하며, 제안 방법이 가우시안 잡음이나 H.264/AVC를 이용한 동영상 압축에 대해서도 강인함을 갖고 있음을 알 수 있다.

• 한국정밀공학회지
• /
• 제21권8호
• /
• pp.112-119
• /
• 2004

This paper develops a computer model of a cabover type large truck for estimating the effects of the mounted method of frame on handling performance. The computer model considers two mounted methods of frame; flange mounted and web mounted. Frame is modeled by finite elements using MSC/NASTRAN in order to consider the flexibility of frame. The reliability of the developed computer model is verified by comparing the actual vehicle test results with the simulation results. The actual vehicle test is performed in a double lane change course, and lateral acceleration, yaw rate, and roll angle are measured. To estimate the effects of the mounted method of frame on handling performance, simulations are performed with the flange mounted and web mounted frame. Simulation results show that the web mounted frame＇s variations of roll angle, lateral acceleration, and yaw rate are larger than the flange mounted frame＇s variations, especially in the high test velocity and the second part of the double lane course. Also, simulation results show that the web mounted frame＇s tendencies of roll angle, lateral acceleration, and yaw rate advance the flange mounted frame＇s tendencies, especially in the high test velocity and the second part of the double lane course.

• 한국통신학회논문지
• /
• 제36권11B호
• /
• pp.1373-1382
• /
• 2011

무선 홈 네트워크 환경에서 넓은 확장성과 저전력이 통신이 기능한 Zigbee는 홈 네트워크에서 가장 이상적인 통신기술이다. 하지만 Zigbee는 숨겨진 단말 문제와 전송 지연 문제를 항상 가지고 있어 무선 홈 네트워크에서 많이 사용되고 있지 못하고 있다. 이런 Zigbee가 가지고 있는 두 문제를 해결하기 위해 본 논문에서는 새로운 프레임을 제안한다. 제안하는 프레임은 슈퍼프레임 구간을 줄여서 생기는 공간에 제어 프레임 구간을 추가하는 구조를 이루어져 있다. 새롭게 구성된 제어프레임 구간에서는 제어프레임을 이용하여 단말의 상태 정보를 교환하여 숨겨진 단말 문제를 해결할 것으로 예상한다. 또한 제어 프레임 구간과 슈퍼 프레임 구간사이에 동기화에 사용되는 비콘을 넣어 하위 계층에서 발생하는 전송 지연 문제를 해결할 수 있다고 예상한다. 제안하는 프레임이 숨겨진 단말 문제와 전송 지연 문제를 해결하였는지 확인하기 위해 OPNET을 통해 Zigbee Qos Parameter 환경에서 시뮬레이션을 하였다. 전송 지연 문제를 해결여부를 확인하기 위해 전송지연시간을 측정하였으며, 숨겨진 단말 문제를 해결여부를 확인하기 위해 전송률과 처리율을 측정하였다.

• 한국환경복원기술학회지
• /
• 제4권1호
• /
• pp.98-109
• /
• 2001

This study aimed to investigate the effect of revegetation technique for water attacking point using waterlogged prevention frame revetment. In this study, we evaluate frame revetment stability, water quality, plant growth and ecological and envirnomental changes in Mooshim streamside landscape. The results are as follows; 1) The waterlogged prevention frame revetment appeared to be stable despite of two big floods. The materials used for the revetment were not eroded on the water attacking point. Thus, we confirmed the effect of scour prevention of the frame work. 2) The effects of the frame revetment on the water quality appeared to be good for the surrounding environment. Dissolved Oxygen(DO) was higher about $0.4{\sim}0.6mg/{\ell}$ at the frame revetment than that of the main stream flow. pH value was lower about 0.4~0.5. Electric Conductivity(EC) showed lower about $0.8{\sim}1.1{\mu}s/cm$. at submersion prevent frame than the low-flow of the stream. Turbidity was lower about $0.6{\sim}1.2mg/{\ell}$. 3) As the effects on ecological and environmental conditions, we discovered a number of carassius auratus and Zacco platypus in the frame revetment area. Also, sympetrum balteata, coenagrionidae was observed frequently. 4) The plant growth did not appear to tumble or wither despite of two big floods. The visual rating of plant growth was evaluated as medium (around 5 point) 5) The landscape analysis derived four factors(i.e. the harmony, the variation, the flexibility and the provincial characteristics) from the factor analysis.

• Computers and Concrete
• /
• 제2권6호
• /
• pp.423-437
• /
• 2005

In this study two single-bay, three-storey space frames, one with brick masonry infill in the second and third floors representing a soft-storey frame and the other without infill were designed and their 1:3 scale models were constructed according to non-seismic detailing and the similitude law. The models were excited with an intensity of earthquake motion as specified in the form of response spectrum in Indian seismic code IS 1893-2002 using a shake table. The seismic responses of the soft-storey frame such as fundamental frequency, mode shape, base shear and stiffness were compared with that of the bare frame. It was observed that the presence of open ground floor in the soft-storey infilled frame reduced the natural frequency by 30%. The shear demand in the soft-storey frame was found to be more than two and a half times greater than that in the bare frame. From the mode shape it was found that, the bare frame vibrated in the flexure mode whereas the soft-storey frame vibrated in the shear mode. The frames were tested to failure and the damaged soft-storey frame was retrofitted with concrete jacketing and, subjected to same earthquake motions as the original frames. Pushover analysis was carried out using the software package SAP 2000 to validate the test results. The performance point was obtained for all the frames under study, therefore the frames were found to be adequate for gravity loads and moderate earthquakes. It was concluded that the global nonlinear seismic response of reinforced concrete frames with masonry infill can be adequately simulated using static nonlinear pushover analysis.

• 대한전자공학회논문지SP
• /
• 제45권6호
• /
• pp.1-8
• /
• 2008

이 논문은 다중참조 및 가변블록 움직임 추정의 연산량을 효율적으로 줄이기 위해 세 가지 참조영상 선택 방법들을 소개한다. 제안된 RSP (Reference Selection Pass) 방법은 참조영상 선택의 부가적인 연산을 최소화 할 수 있고 MFS (Modified Frame Selection) 방법은 참조영상 선택 과정 중 영상의 움직임을 고려하여 참조영상 선택 시 연산 횟수를 기존 방식에 비해 17% 감소시킨다. 또한 TPRFS (Two Pass Reference frame Selection) 방법은 H.264/AVC에서 요구하는 가변블록 움직임 추정을 지원하기 위한 부가적인 연산을 블록 크기에 따라 선택되는 참조영상의 특성을 이용하여 최소화 한다. 실험 결과 제안한 방식은 기존의 방식에 비해 화질의 열화 없이 50% 이상의 움직임 추정의 연산량을 감소시킬 수 있다. 또한 제안한 참조영상 선택 방법은 움직임 추정의 주된 연산인 블록정합 단계와 별개로 수행이 되기 때문에 기존의 어떠한 단일참조 고속 움직임 탐색 방법과도 같이 사용되어 효율적으로 다중참조 및 가변블록 움직임 추정 연산을 지원 할 수 있다.

• Earthquakes and Structures
• /
• 제7권3호
• /
• pp.317-331
• /
• 2014

An experimental study was performed to investigate the seismic performance of solid steel reinforced concrete (SRC) frames with special-shaped columns that are composed of SRC special-shaped columns and reinforced concrete beams. For this purpose, two models of two-bay and three-story frame, including an edge frame and a middle frame, were designed and tested. The failure process and patterns were observed. The mechanical behaviors such as load-displacement hysteretic loops and skeleton curves, load bearing capacity, drift ratio, ductility, energy dissipation and stiffness degradation of test specimens were analyzed. Test results show that the failure mechanism of solid SRC frame with special-shaped columns is the beam-hinged mechanism, satisfying the seismic design principle of "strong column and weak beam". The hysteretic loops are plump, the ductility is good and the capacity of energy dissipation is strong, indicating that the solid SRC frame with special-shaped columns has excellent seismic performance, which is better than that of the lattice SRC frame with special-shaped columns. The ultimate elastic-plastic drift ratio is larger than the limit value specified by seismic code, showing the high capacity of collapse resistance. Compared with the edge frame, the middle frame has higher carrying capacity and stronger energy dissipation, but the ductility and speed of stiffness degradation are similar. All these can be helpful to the designation of solid SRC frame with special-shaped columns.