• 제목/요약/키워드: Movement Behavior

검색결과 967건 처리시간 0.025초

풍화토의 크리프 특성 및 Singh-Mitchell 크리프 방정식 적용성 검토 (Creep Characteristics of Weathered Soils and Application of Singh-Mitchell's Creep Formula)

  • 봉태호;손영환;김성필;허준;장병욱
    • 한국농공학회논문집
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    • 제51권6호
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    • pp.69-76
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    • 2009
  • Soils exhibit creep behavior in which deformation and movement proceed under a state of constant stress or load. In Korea, weathered soil is abundant and occupies around one-third of the country. Weathered soil is visually described as a sandy or gravelley soil, but the behavior is quite different from the behavior of usual sand and gravel. In particular, the permeability of weathered soil is similar to sand, but the durability of settlement is similar to clay. Therefore analysis of time-dependent behavior of weathered soil is very important. In this study, Creep tests with weathered soils were carried out under constant principal stress differences of various stress levels which were experimentally obtained by triaxial compression test. The results of these tests showed the creep behavior for which the deformation increased with time, and the results are consistent with phenomenological model by creep equation of Singh-Mitchell.

Effect on Dynamic Behavior of Group Piles with Changing Thickness of Pile Cap

  • Jeong, Kusic;Ahn, Sangro;Kim, Seongho;Ahn, Kwangkuk
    • 한국지반환경공학회 논문집
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    • 제19권7호
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    • pp.5-11
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    • 2018
  • Instead of a single pile, group piles are usually used for the pile foundation. If the earthquake occurs in the ground where group piles are installed, dynamic behavior of group piles are affected not only by interaction of piles and the ground movement but also by the pile cap. However, in Korea, the pile cap influence is not taken account into the design of group piles. Research on dynamic behavior of group piles has been performed only to verify interaction of piles and the ground and has not considered the pile cap as a factor. In this research, 1g shaking table model tests were performed to verify the thickness of the pile cap affects dynamic behavior of group piles that were installed in the ground where the earthquake would occur. The test results show that, as thickness of the pile cap increased, acceleration and horizontal displacement of the pile cap decreasd while vertical displacement of the pile cap increased. The results also showed that, among the group files tested, acceleration, horizontal displacement, and vertical displacement of the bearing pile are smaller than those of the friction pile.

Effects of Herbicide on the Environmental Ecosystem in Subtropics

  • Wang, Yei-Shung
    • 한국잡초학회지
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    • 제18권2호
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    • pp.85-94
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    • 1998
  • Herbicides play a very important role in modern agriculture. However, the herbicide applied to the agricultural field may accumulate in the field, converting the advantages to environment pollution. Many small animals in the ecosystem such as alderfly, earthworm, butterfly, loach, frog, firefly, some birds and aquatic organisms have been known to disappear gradually. In addition, several behavior of herbicides including adsorption by soil, movement by water, photodecomposition, volatilization to air, absorption by plant, metabolism by soil microorganisms and so on, are proceeded while the herbicide remained in the environment. In this review, fate and behavior of herbicides in the environment and their effect on ecosystem after their application are focused on four aspects : the first is the absorption and metabolism of herbicides by plant; the second is the residues of herbicides in soil and water environments: the third is the accumulation and release of herbicides in aquatic organisms and the fourth is the translocation of herbicides in model agricultural ecosystem. Many factors may affect the behavior and fate of herbicides after their application, climatic conditions and soil properties seem to be the most important. Therefore, the fate and behavior of herbicide in Taiwan, located on subtropical region, may differ from those in Korea.

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진해만 입구에 방류한 대구(Gadus macrocephalus)의 행동 분석 (Behavioral analysis of Pacific cod (Gadus macrocephalus) released to the entrance of Jinhae Bay, Korea)

  • 신현옥;허겸;허민아;강경미
    • 수산해양기술연구
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    • 제55권1호
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    • pp.29-38
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    • 2019
  • In order to investigate the behavioral characteristics of Pacific cod (Gadus macrocephalus) released at the entrance of Jinhae Bay, Korea, the direction and range of movement, swimming speed of the fish were measured with an acoustic telemetry techniques in winter, 2015. Three wild Pacific codes WC1 to WC3 (total length 66.0, 75.0, 76.0 cm; body weight 2.84, 2.79, 3.47 kg, respectively) were tagged with the acoustic transmitter. WC1 tagged with an acoustic transmitter internally by surgical method, WC2 and WC3, externally with the acoustic data logger and a micro data logger for recording audible sound waves including timer release unit. The movement routes of the tagged fish were measured more than five hours using VR100 receiver and a directional hydrophone. The directionality of the fish movement was tested by Rayleigh's z-Test, the statistical analysis, and a statistical program SPSS. Three tagged fishes were individually released on the sea surface around the entrance to the Jinhae Bay on 10 to 24 January 2015. WC1 moved about 13.32 km with average swimming speed of 0.63 m/s for six hours. The average swimming depth and water depth of the seabed on the route of WC1 were 7.2 and 32.9 m, respectively. The movement range of WC2 and WC3 were 7.95 and 11.06 km, approximately, with average swimming speed of 0.44 and 0.58 m/s for 5.1 and 5.3 hours, respectively. The average swimming depth of WC2 and WC3 were 18.7 and 5.0 m, and the water depth on the route, 34.4 and 29.8 m, respectively. Three fishes WC1 to WC3 were shown significant directionality in the movement (p < 0.05). Movement mean angles of WC1 to WC3 were 77.7, 76.3 and $88.1^{\circ}$, respectively. There was no significant correlation between the movement direction of fish (WC1 and WC2) and the tidal currents during the experimental period (p >= 0.05). Consequently, three tagged fishes were commonly moved toward outside of the entrance and headed for eastward of the Korean Peninsula, approximately, after release. It may estimate positively that the tidal current speed may affect to the swimming speed of the Pacific cod during the spring tide than the neap tide.

펠든크라이스 기법®을 적용한 신체 움직임 프로그램 설계 - 파킨슨병 환자를 중심으로 (Design of Body Movement Program with the Application of Feldenkrais Method® - Foucing on Parkinson's Disease)

  • 박소정
    • 트랜스-
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    • 제14권
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    • pp.35-63
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    • 2023
  • 파킨슨병은 신체 움직임을 담당하는 도파민의 부족으로 신체 기능의 장애로 기본적인 일상생활까지 영향을 미치는 퇴행성 신경질환이다. 현재 의술로는 완치가 힘들어 병의 지연과 예방 차원으로 운동치료에 관심을 모으고 있다. 이에 본 연구에서는 펠든크라이스 기법®을 파킨슨병 환자에게 적용하여 심신의 상태를 스스로 돌볼 수 있는 신체 움직임 프로그램을 설계하고 보급하는데 목적을 갖는다. 펠든크라이스 기법®은 신체 움직임을 이용한 심신 자각 학습 방법으로 신경가소성의 기능인 뇌와 행동을 연결하여 신경계를 재교육하는 방법론이다. 본 연구에서는 연구자가 개발하고 검증한 신체 움직임 프로그램을 펠든크라이스 기법®의 자각(⾃覺)에 초점을 맞추어 수정·보완하였다. 24회기의 신체 움직임 프로그램은 파킨슨병 환자의 자기관리능력을 향상하기 위해 5단계로 구성하였다. 첫 번째 단계는 자기 인식이고 두 번째 단계는 자기 관찰이다. 셋째, 자기조직화, 넷째, 자기 통제. 그리고 다섯 번째 단계는 자기 관리다. 전반적인 변화는 자신의 상태를 인식하고 내적 감각과 외적 환경의 변화를 감지하는 능력을 향상시킨다. 결론적으로 파킨슨병 환자에게 심신 기능의 향상과 자기관리가 가능한 신체 움직임 프로그램을 펠든크라이스 기법을 적용하여 설계하였다. 앞으로 설계된 프로그램을 현장 적용 가능성 여부는 후속과제로 남긴다. 나아가 노년층의 웰니스를 위한 움직임의 참고자료로 메타버스를 적용한 과학분야와의 융합적 협력을 통해 보다 폭넓게 확산될 수 있도록 체계적 구조를 구축할 필요가 있다.

Analysis and Design of Jumping Robot System Using the Model Transformation Method

  • Suh Jin-Ho;Yamakita Masaki
    • Journal of Electrical Engineering and Technology
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    • 제1권2호
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    • pp.200-210
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    • 2006
  • This paper proposes the motion generation method in which the movement of the 3-links leg subsystem in constrained to slider-link and a singular posture can be easily avoided. This method is the realization of jumping control moving in a vertical direction, which mimics a cat's behavior. To consider the movement from the point of the constraint mechanical system, a robotics system for realizing the motion will change its configuration according to the position. The effectiveness of the proposed scheme is illustrated by simulation and experimental results.

일본 동경소방청의 피난안정성평가 시뮬레이션 기술개발 사례연구 (A Investigation Study on the Development of Egress Simulation for Evacuation Safety Evaluation of Tokyo Fire Dept. Department in Japan)

  • 이현진;서동구;권영진
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 2008년도 추계학술논문발표회 논문집
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    • pp.216-222
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    • 2008
  • A large number of Computer-based fire growth and Evacuation model have been developed for various purpose and many of these are widely used for research and engineering. And Most of Egress simulation program are ordinary case only related to human behavior But Egress safety Evaluation is very closed to smog movement. It is well known that the Egress simulation program made by Tokyo Fire Department are related to smog movement. So It is the aim of this study to investigate on the Development of Egress Simulation for Evacuation Safety Evaluation of Tokyo Fire Dept. Department in Japan.

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단층요소로부터 최대 잠재지진 평가에 관해서 (Estimation of the Maximum Potential Earthquake from the Fault Parameters)

  • 장천중
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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    • pp.33-40
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    • 2000
  • The assessment of earthquake hazards involved consideration of earthquake magnitude, frequency, last movement and probability of occurrence. The appraisal of earthquake potential is feasible because historical data show a good correlation between earthquake size and the fault rupture parameters of length, displacement, and area. Additionally, the characteristics of fault behavior should be considered to evaluate the earthquake potential magnitude. In this study, in order to evaluate the earth quake potential by the fault behavioral patterns, based on the experimental background which the geometric characteristics of the individual domains, such as strike, width, fault tip patterns, and orientation of secondary shears reflect sliding behavioral patterns in each section, the straight sections of A, D and E domains were examined to the creeping section of stably sliding. In contrast, the curved section of B domain was examined to the locked section of stick-slip movement. These results of studies can be applied to evaluate the earthquake potential magnitude from the fault structural parameters.

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Behavior of cable-stayed bridges built over faults

  • Raftoyiannis, I.G.;Michaltsos, G.T.;Konstantakopoulos, T.G.
    • Interaction and multiscale mechanics
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    • 제5권3호
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    • pp.187-210
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    • 2012
  • Cable-stayed bridges are commonly used in modern bridge engineering for covering long spans. In some special cases, the designer is obliged to build such a bridge over an existing fault. Activation of this fault is possible to bring about a relative displacement or separation movement between two neighboring pylons of the bridge built on opposite sides of the fault. In this work, the effect of such a fault-induced pylon displacement on bridge's deformations and on cables' strength is thoroughly studied for several types of cable-stayed bridges and useful conclusions are drawn aiming the design. The influence of a possible earthquake and traffic loads crossing the bridge when the pylons are moving away from each other is not examined.

칩 마운트 시스템의 진동 경감 (Vibration Reduction of Chip-Mount System)

  • 임경화;장헌탁
    • 한국소음진동공학회논문집
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    • 제11권8호
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    • pp.331-337
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    • 2001
  • The purpose of this study is to analyze the principal causes of vibration problem and find out the method of vibration reduction in a chip-mount system. The principal causes are investigated through measurements of vibration spectrum and model parameters. Modal parameters are obtained by using an experimental model test. Based on the model parameters from experiments. a model of finite element method is formulated. The model presents effective redesign of increasing the natural frequencies in order to reduce the vibration of a chip-mount system. Further, through computer simulation for the behavior of head to be main vibration source, the best acceleration pattern of head movement can be verified to achieve effective head-positioning and reduce the vibration due to head movement.

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