• 제목/요약/키워드: Side sway

검색결과 57건 처리시간 0.03초

4각형 골조의 고유치와 고유치 간의 관계 (The Eigenvalues and Their Relationships for the Rectangular Frame)

  • 이수곤;김순철;송창영;송상용
    • 한국구조물진단유지관리공학회 논문집
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    • 제9권3호
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    • pp.139-150
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    • 2005
  • 유한요소법을 이용하여 기둥단면이 직선형태로 변화하는 3경간 단층 골조의 두 고유치 (탄성임계하중과 횡방향 기본진동수)를 산정하였다. 수치해석에서 고려한 변수는 기둥의 taper 비 ($={\alpha}$), 경간대 층고비 ($={\beta}$), 보와 기둥의 단면2차 모멘트 비(=Y)이다. 또한 주각의 지지상태와 주두의 수평동(side-sway)유무가 고유치에 미치는 영향도 고려하였다. 하나의 연속함수로부터 고유치의 변화 추정이 가능한 대수 함수식을 제안하였다. 대수함수식의 변수는 수치해석에서의 변수 즉 ${\alpha}$, ${\beta}$ 및 Y 이다. 골조에 작용하는 축방향력의 크기를 점차 증가시켜 가면서 여기에 대응하는 진동수의 감소현상을 검토하였다.

소나 플랫폼의 운동 파라미터에 따른 합성개구소나 영상 왜곡의 정량적 분석 (A quantitative analysis of synthetic aperture sonar image distortion according to sonar platform motion parameters)

  • 김시문;변성훈
    • 한국음향학회지
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    • 제40권4호
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    • pp.382-390
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    • 2021
  • 해저면 영상을 취득하기 위해 측면주사소나나 다중빔측심기 외에도 합성개구소나가 상용화되어 널리 사용되고 있으며 국내에서도 예인형 시스템 개발 등 관련 연구가 진행 중에 있다. 고해상도의 합성개구소나 영상을 얻기 위해서는 이를 탑재하고 있는 플랫폼의 운동을 정확하게 추정하는 것이 필요하며 이를 위해 정밀한 수중항법 시스템이 요구되고 있다. 본 논문에서는 합성개구소나를 탑재하고 있는 플랫폼의 운동 특성에 따라 소나 영상의 왜곡이 얼마나 발생하는지 정량적으로 분석함으로써 요구되는 항법 정확도와 항법센서의 정밀도를 설정하는데 있어서 기준이 되는 자료를 제공하고자 한다. 총 다섯가지의 운동을 고려하고 있으며 정량적 분석을 위해 정규화된 평균 제곱근 오차를 정의한다. 각 운동 특성의 변수값 변화에 따른 오차 분석 수치해석을 통해 yaw and sway 운동이 가장 큰 영상 왜곡을 야기하며 pitch and heave 운동의 영향은 크지 않음을 확인하였다.

충돌형태에 따른 자동차 프레임 변형시 변형분석 및 차체수리에 관한 실험적 연구 (An Experimental Study on the Deformation Analysis and Automotive Body Repair in Automobile Frame Deformation according to Collision Types)

  • 권영신;김태훈
    • 한국안전학회지
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    • 제17권2호
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    • pp.22-31
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    • 2002
  • In present study, the deformation analysis and automotive body repair were analyzed with respect to collision types by case studies. As a result, lots of data for the automobile frame deformation caused by collision were collected and analyzed according to collision types. It was shown from the result that the frame deformation patterns were able to be roughly grouped by collision positions of vehicles. Repair plans of deformed frames could be carried on the measured data. It was shown that the deformed vehicle frames were sufficienty repaired to be normal in driving characteristics from the performance test of repaired vehicles.

Buckling lengths of unbraced multi-storey frame columns

  • Ozmen, Gunay;Girgin, Konuralp
    • Structural Engineering and Mechanics
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    • 제19권1호
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    • pp.55-71
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    • 2005
  • In several design codes and specifications, simplified formulae and diagrams are given for determining the buckling lengths of frame columns. It is shown that these formulae may yield rather erroneous results in certain cases. This is due to the fact that, the code formulae utilise only local stiffness distributions. In this paper, a simplified procedure for determining approximate values for the buckling loads of multi-storey frames is developed. The procedure utilises lateral load analysis of frames and yields errors in the order of 10%, which may be considered suitable for design purposes. The proposed procedure is applied to several numerical examples and it is shown that all the errors are in the acceptable range and on the safe side.

사각탱크내의 슬로싱 현상에 기인한 벽면운동에 대한 수치모사 (Numerical simulation of hydroelastic effects of sloshing phenomena in a rectangular tank)

  • 하민호;정철웅
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2012년도 추계학술대회 논문집
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    • pp.534-537
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    • 2012
  • Hydroelastic effects on sloshing phenomena in a rectangular tank are numerically investigated. The dimension of the tank is $1000mm{\times}600mm$, and the filling ratio of water is 20% of tank height. One of the side walls of tank is assumed to be flexible. The tank is excited into sway motion with amplitude of 100mm and frequency of 0.53Hz that is first natural frequency of water inside the tank. Prediction results for time histories of pressure and displacement of flexible and rigid walls are compared to quantitatively assess hydroelastic effects on sloshing phenomena.

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초고강도 콘크리트의 재료역학적 특성 평가 (An Evaluation of Mechanical Properties of Ultra High Strength Concrete(UHSC))

  • 임희재;신성우;안종문;이광수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.281-284
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    • 2004
  • The most important reason of using of ultra high strength concrete in super tall building is that ultra high strength concrete can reduce the section of members and control side sway effectively. However, the practical utilization of ultra high strength concrete is dependent not only on the production techniques, but also the overall preparation including proper code provisions, construction technique. The purpose of this study is to evaluate of mechanical properties of UHSC, such as modulus of elasticity, stress-strain behavior, modulus of rupture and tensile splitting strength. It is similar to normal or high strength concrete but necessary to discern the difference between normal or high strength concrete and ultra high strength concrete and modify existed equations. And in this study another important factor is to discern the difference according to member size, curing method in ultra high strength concrete experimentally.

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반잠수압기형부방파제의 비선형파랑변형 및 동적거동에 관한 연구 (Nonlinear Wave Transformation and Dynamic Behaviors of Semi-Submerged Air-Chamber Floating Breakwater)

  • 김도삼
    • 한국항만학회지
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    • 제10권1호
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    • pp.25-36
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    • 1996
  • Generally, it is pointed out that a nonlinear analysis is needed to estimate accurately the water surface fluctuation and dynamic responses of a floating structure in case of large wave reflection. In this study, a frequency-domain method is applied and newly developed to analyze the nonlinear characteristics of the air-chamber floating breakwater. The air-chamber floating breakwater in this study can control well the wave transformation, motions of the structure and its natural frequency by adjusting the air depth in the chamber. Experiments are carried out to verify the numerical results. It is appeared that the mean water level is setup in the anti-node and setdown in the node, while the nonlinearity in wave profile is larger in the node than in the anti-node. Because of vertical mooring system, the sway, especially the time-independent nonlinear component, plays predominant role in the motion. On the other hand, the time-dependent component, as well as the time-independent one to the tensile force of mooring line contributes greatly, and the time averaged value presents tensional force oriented to the onshore side due drift force.

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Effects of Rhythmic Auditory Stimulation Using Music on Gait With Stroke Patients

  • Oh, Yong-seop;Kim, Hee-soo;Woo, Young-keun
    • 한국전문물리치료학회지
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    • 제22권3호
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    • pp.81-90
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    • 2015
  • This study aimed to determine the effects of Rhythmic Auditory Stimulation (RAS) using music and a metronome on the gait of stroke patients. 13 female and 15 male volunteers were randomly allocated to two groups: namely a group to receive RAS using music and a metronome group (the experimental group; $n_1=14$) and a group to receive RAS using a metronome only (the control group; $n_2=14$). The affected side was the left side in 15 subjects and the right side in 13 subjects. The mean age of the subjects was 56.6 years, and the mean onset duration of stroke was 8.6 months. Intervention was applied for 30 minutes per session, once a day, 5 times a week for 4 weeks. To measure the patients' gait improvement, we measured gait velocity, cadence, stride length, double limb support using GAITRite, body center sway angle using an accelerometer, and Timed Up-and-Go test. Functional Gait Assessment were conducted before and after the experiment. The paired t-test was used for comparisons before and after the interventions in each group. Analysis of covariance was used for comparisons between the groups after the interventions. Statistical significance was set at ${\alpha}=.05$. Within each of the two groups, significant differences in all of the dependent variables before and after the experiment (p<.05) were observed. However, in the comparison between the two groups, the experimental group showed more significant improvements in all dependent variables than the control group (p<.05). Our results also suggest that in applying RAS in stroke patients, the combination of music and a metronome is more effective than using a metronome alone in improving patients' gait.

노인의 단기집중 균형훈련이 하지수행능력에 미치는 영향 (Effects of Short-Term Intensive Balance Training for the Performance Ability of Lower Extremities in the Elderly)

  • 정순미;안덕현
    • 한국전문물리치료학회지
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    • 제14권1호
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    • pp.11-20
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    • 2007
  • The objective of this study was to discern the effects of a balance training program on the performance of lower extremities in order to improve strength (muscle power, flexibility, walking power), balance control and walking ability in the elderly. The subjects selected were aged 65 years and over, with no known relevant medical history that may disturb their balance, and have also been visiting the Gimhae Senior Welfare Center. The variable group consisted of 30 subjects, of whom were people who had been participating in balance training programs (One Leg Standing; OLS, Functional Reach; FR, Timed Get Up and Go; TUG) as an intervention for 8 weeks 3 times per a week. They were examined in order to identify their balance control before and after. The control group consisted of thirty subjects who preferred to exercise without any intervention relating to balance training program. The subjects were measured before and after balance training in order to determine the effectiveness of exercise and the effectiveness of exercise combined with the aid of a Balance Performance Monitor. 1. Mean time on OLS test with left and right sided extremities in the experimental group was 35.44 sec, 42.10 sec longer than control group respectively. In FR tests applied to the left and right side, mean reaching distance was increased up to 5.56 cm, 6.73 cm in experimental group respectively. Mean time on TUG test from a chair in experimental group was decreased to 2.33 sec. 2. Mean value of decline in the level balance control, both left and right side, decreased to 2.24% as examined by the Balance Performance Monitor. Mean scores for sway level after balance training decrease to .98% and for balance control both anterior and posterior directions decreased to mean 1.07% and 1.44%, respectively.

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Changes of postural stability according to ankle fixation in healthy subjects

  • Jeong, Su-Hyeon;Mun, A-Young;Lee, Song-Eun;Kim, Min-Ju;Lee, Hui-Jin;Baek, Kook-Bin;Cho, Ki Hun
    • Physical Therapy Rehabilitation Science
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    • 제8권1호
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    • pp.40-44
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    • 2019
  • Objective: The purpose of this study was to examine the changes in postural stability according to ankle fixation in healthy university students. Design: Cross-sectional study. Methods: Thirty healthy subjects (15 males and 15 females, 20.13 years, 167.49 cm, 65.87 kg) were recruited on a voluntary basis. The BT4 system (HUR Laps Oy, Tampere, Finland) was used to measure the static (standing posture with eyes open and eyes closed) and dynamic (external perturbation and limits of stability (LOS) in the forward, backward, left, and right side) balance abilities. External perturbation was measured by the subject's postural sway velocity and area for 20 seconds after being impacted by a gym ball. Static and dynamic stabilities were measured with ankle joint fixation and non-fixation conditions. Ankle fixation was provided using Mueller tape on both ankle joints. Results: For static stability under the standing posture, there was no significant difference between standing with ankle joint fixation and non-fixation conditions. However, dynamic stability (external perturbation and LOS in the forward, backward, left, and right side) was significantly higher in the standing with the non-fixation condition compared to the standing with ankle joint fixation condition (p<0.05). Conclusions: Our results reveal that ankle joint fixation can influence dynamic stability during standing. Thus, we believe that this result provides basic information for making improvements in postural control and may be useful in balance training for fall prevention.