• Structural Engineering and Mechanics
• /
• 제57권5호
• /
• pp.951-968
• /
• 2016

Long-span cross-strait bridges extending into deep-sea waters are exposed to complex marine environments. During the construction stage, the flexible freestanding bridge towers are more vulnerable to environmental loads imposed by wind and wave loads. This paper presents an experimental investigation on the dynamic responses of a 389-m-high freestanding bridge tower model in a test facility with a wind tunnel and a wave flume. An elastic bridge model with a geometric scale of 1:150 was designed based on Froude similarity and was tested under wind-only, wave-only and wind-wave combined conditions. The dynamic responses obtained from the tests indicate that large deformation under resonant sea states could be a structural challenge. The dominant role of the wind loads and the wave loads change according to the sea states. The joint wind and wave loads have complex effects on the dynamic responses of the structure, depending on the approaching direction angle and the fluid-induced vibration mechanisms of the waves and wind.

• 여성건강간호학회지
• /
• 제16권4호
• /
• pp.317-325
• /
• 2010

Purpose: This study was to examine the differences in health belief variables and HPV (Human Papillomavirus) knowledge in Pap smears according to the stages of change using Trans-theoretical Model (TTM) among married nurses. Methods: The research design was a cross sectional survey. Participants were 387 married nurses working in general hospital located metropolitan city. Measurement variables were perceived threatening, perceived severity, benefits of Pap, HPV knowledge and stages of the change in Pap smear. Results: Classified stages were pre-contemplation 3.9%, contemplation 17.8%, relapsing 29.5%, action 31.0%, and maintenance 17.8%. Accuracy rate of HPV knowledge were low ranging from 15% to 45%. Among the variables, perceived threatening (F=3.56, p=.007), perceived severity (F=9.73, p<.001) and HPV knowledge (F=7.52, p<.001) were significantly different by stages of change. Conclusion: Application of TTM to Pap smears was efficient to know the nurse's level of health behaviors, Health belief variables and HPV knowledge were main factors to identify the stages of change. The continuation of Pap smears and the education in relation to HPV knowledge should be encouraged for married nurses.

• 대한가정학회지
• /
• 제36권12호
• /
• pp.161-173
• /
• 1998

The purpose of this study was to investigated on the degree of interest of manners education before and attitude and behavior change satisfaction of post-manners education for Women's University Students. The data for this study were collected from 518 subjects, who were Sookmyng Women's University Students in November, 1996. The subjects were analyzed by Cronbach's α, Frequency, Percentage, Mean, Anova, Factor analysis, Multiple Regression, and Path Analysis. The results were as follows; 1) The general tendency of students' degree of interest of manners education before for Women's University Students was high. 2) Attitude and behavioral change satisfaction of post-manners education was some high. Among the variables, individual life manners, family relations manners, job manner, and wedding ceremony were some high then the other manners areas. 3) The variables of the positive influences for students attitude and behavioral change satisfaction of post-manners education were degree of interest of manners education before, mother's age, grade, major, university life-satisfaction, and mother's job, negative influence variables was family life-satisfaction. 4) The intermediated variable of attitude and behavioral change satisfaction of post-manners education was degree of interest of manners education before and university life-satisfaction. We hope this study to be used as basic data for developing manners education model in university. We also expect further studies on university manners education with precise scale and sampling.

• 한국ITS학회 논문지
• /
• 제14권3호
• /
• pp.9-23
• /
• 2015

차로변경은 운전자의 숙련된 주변인식 및 운전기술이 요구되어 심각한 교통사고를 야기한다. 그리하여 우리는 불가피한 차로변경이 대두되는 고속도로 합류구간에서 본선으로 합류하는 차량의 차로변경을 보조하는 차량 자동제어 시스템 (ALCAS; Advanced Lane Change Assist System)을 개발한다. 본 연구에서는 ALCAS 중 조향이 수행되기 이전에 최적 차로변경 시작지점(Optimal Lane Change Start Point; OLCSP)을 생성하고 그 지점까지 도달하는 종방향 제어 알고리즘 개발에 초점을 두었다. 이를 위해 우선 고속도로 합류구간의 차로변경 행태를 분석하였고, 실제 차량의 가속도 함수 형태를 통해 차로변경 특징모형(Lane Change Feature Model)을 설계하였다. 그 후 차로변경 수행 단계를 정립하였으며, 이 알고리즘 성능과 타당성을 검증하기 위하여 다양한 주변차량 주행환경에 따른 시나리오 시험을 수행하였다. 또한 개발된 알고리즘의 효과를 미시적 교통류 시뮬레이션 (VISSIM)을 통해 확인하였다. 개발한 알고리즘을 합류차량에 적용한 결과 안정류 상태에서 합류성능이 두드러지게 개선되는 것을 확인하였다. 이 차량 자동제어 시스템은 교통 자동차 분야 융합기술의 일환으로 개발되었으며, 운전자의 부하와 오류를 감소시켜 효율성과 안전성을 향상시킬 뿐만 아니라 교통류의 안정성, 임계용량, 주행 효율성의 증대로 사회비용 감소를 기대할 수 있다.

• 대한기계학회논문집A
• /
• 제23권6호
• /
• pp.931-942
• /
• 1999

This paper develops a 3 DOF vehicle model which includes lateral, roll and yaw motion to study a 4WS vehicle. The model is used for the simulation of a 4WS vehicle behavior, and to derive a control algorithm for rear wheel steering. This paper uses a feedforward plus feedback control scheme to compute a rear wheel steering angle. The feedforward control scheme for computing the first rear wheel steering angle uses a gain which is acquired by multiplying a proper value on a gain to maintain a zero sideslip angle. The feedback control scheme for computing the second rear wheel steering angle uses fuzzy logic and model following control scheme. A linear 2 DOF model is used as a reference model for model following control, and is derived from the developed 3 DOF model by neglecting sprung mass roll motion. A reference state variable is yaw rate, and is computed using the linear 2 DOF model. J-turn and lane change maneuver simulation are performed to show the effectiveness of the developed control scheme. The simulation results show that the 4WS vehicle with the developed control scheme has much better performance in yaw rate, lateral acceleration, roll angle, and sideslip angle than the 2WS vehicle. Also, the results show that the performance of the developed control is close to the one of an optimal control which assumes all states are perfect.

• Structural Engineering and Mechanics
• /
• 제67권2호
• /
• pp.105-113
• /
• 2018

To improve the prediction accuracy of the strong-unloading rock slope performance and obtain the range of variation in the slope displacement, a new displacement time-series prediction model is proposed, called the fuzzy information granulation (FIG)-genetic algorithm (GA)-back propagation neural network (BPNN) model. Initially, a displacement time series is selected as the training samples of the prediction model on the basis of an analysis of the causes of the change in the slope behavior. Then, FIG is executed to partition the series and obtain the characteristic parameters of every partition. Furthermore, the later characteristic parameters are predicted by inputting the earlier characteristic parameters into the GA-BPNN model, where a GA is used to optimize the initial weights and thresholds of the BPNN; in the process, the numbers of input layer nodes, hidden layer nodes, and output layer nodes are determined by a trial method. Finally, the prediction model is evaluated by comparing the measured and predicted values. The model is applied to predict the displacement time series of a strong-unloading rock slope in a hydropower station. The engineering case shows that the FIG-GA-BPNN model can obtain more accurate predicted results and has high engineering application value.

• 한국공간구조학회논문집
• /
• 제20권4호
• /
• pp.149-158
• /
• 2020

The governing equation for a dome-type shallow spatial truss subjected to a transverse load is expressed in the form of the Duffing equation, and it can be derived by considering geometrical non-linearity. When this model under constant load exceeds the critical level, unstable behavior is appeared. This phenomenon changes sensitively as the number of free-nodes increases or depends on the imperfection of the system. When the load is a periodic function, more complex behavior and low critical levels can be expected. Thus, the dynamic unstable behavior and the change in the critical point of the 3-free-nodes space truss system were analyzed in this work. The 4-th order Runge-Kutta method was used in the system analysis, while the change in the frequency domain was analyzed through FFT. The sinusoidal wave and the beating wave were utilized as the periodic load function. This unstable situation was observed by the case when all nodes had same load vector as well as by the case that the load vector had slight difference. The results showed the critical buckling level of the periodic load was lower than that of the constant load. The value is greatly influenced by the period of the load, while a lower critical point was observed when it was closer to the natural frequency in the case of a linear system. The beating wave, which is attributed to the interference of the two frequencies, exhibits slightly more behavior than the sinusoidal wave. And the changing of critical level could be observed even with slight changes in the load vector.

• 펄프종이기술
• /
• 제38권2호
• /
• pp.1-8
• /
• 2006

In this study a process simulation method was used to analyze the accumulation phenomena of anionic starch in the process white water as the closure level of a fine paper making process is increased. A pilot paper machine was used as a model process. Dynamic simulations of the influence of white water usage ratio and uncoated broke addition ratio on the variation of process variable was monitored as a function of time. Results from the dynamic simulations showed that the volume of reservoirs affected the dynamic behavior of the process. The dynamic behavior of flow rate and dissolved starch concentration in process units were different from each other. The speed of the change of dissolved starch concentration in process units was depend on the starting point of the change of dissolved starch concentration, the length of circulation loop, and the volume of reservoirs.

• 한국재료학회지
• /
• 제20권5호
• /
• pp.271-277
• /
• 2010

In this paper two aspects of the percolation and conductivity of carbon black-filled polyethylene matrix composites will be discussed. Firstly, the percolation behavior, the critical exponent of conductivity of these composites, are discussed based on studying the whole change of resistivity, the relationship between frequency and relative permittivity or ac conductivity. There are two transitions of resistivity for carbon black filling. Below the first transition, resistivity shows an ohmic behavior and its value is almost the same as that of the matrix. Between the first and second transition, the change in resistivity is very sharp, and a non-ohmic electric field dependence of current has been observed. Secondly, the electrical conduction property of the carbon black-filled polyethylene matrix composites below the percolation threshold is discussed with the hopping conduction model. This study investigates the electrical conduction property of the composites below the percolation threshold based on the frequency dependence of conductivity in the range of 20 Hz to 1 MHz. There are two components for the observed ac loss current. One is independent of frequency that becomes prevalent in low frequencies just below the percolation threshold and under a high electrical field. The other is proportional to the frequency of the applied ac voltage in high frequencies and its origin is not clear. These results support the conclusion that the electrical conduction mechanism below the percolation threshold is tunneling.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2005년도 추계학술대회 논문집 전력기술부문
• /
• pp.301-303
• /
• 2005

IEC 61850 is an international standard for substation communications. It introduces function that provide a substation with autonomous behavior of IEDs. The paper presents the model which is for change and modification of the IED setting values with analyzing IEC 61850.