• 제목/요약/키워드: The period of Vibration

검색결과 449건 처리시간 0.029초

우리별 1, 2호의 기계구조 개발 및 환경시험 결과 (DEVELOPMENT OF KITSAT-1 AND 2 MECHANICAL SYSTEM AND RESULTS OF ENVIRONMENT TEST)

  • 배정석;이동우;이상현;박성동;최순달
    • Journal of Astronomy and Space Sciences
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    • 제13권2호
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    • pp.94-104
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    • 1996
  • The satellite experiences the launch environment such as vibration, acceleration, shock induced by rocket and the orbit environment such as high vacuum, no gravity, high temperature and cryogenic. Therefore, the satellite should be designed and manufactured to endure such environments. Also, special care must be taken on the assembly of parts and subsystem. Finally, we describe the environment test of microsatellite to ensure the reliable operation during launch period as well as in-orbit operation.

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디지털 푸리에 변환에서 누설오차의 개선 (The Improvement of Leakage Error in Digital courier Transform)

  • 정의봉;안세진;장호엽;장진혁
    • 소음진동
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    • 제11권3호
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    • pp.455-460
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    • 2001
  • An exact spectrum wish no leakage error could be obtained when the period of the signal coincides perfectly with the record length. However, the record length will be determined regardless of the period of signal. The Leakage error due to this problem will gibe a distorted spectrum. In the conventional research, the method was proposed to estimate the three parameters, frequency, amplitude and phase angle, from the spectrum data for anundamped sinusoidal signal. In this paper, some techniques are proposed to estimate frequency, amplitude and damping ratios from the frequency response functions for damped signals. The validation of the proposed techniques is verified by several numerical examples.

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Focal Muscle Vibration Changes the Architecture of the Medial Gastrocnemius Muscle in Persons With Limited Ankle Dorsiflexion

  • Moon, Il-Young;Lim, Jin-Seok;Park, Il-Woo;Yi, Chung-Hwi
    • 한국전문물리치료학회지
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    • 제29권1호
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    • pp.48-53
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    • 2022
  • Background: The gastrocnemius tightness can easily occur. Gastrocnemius tightness results in gait disturbance. Thus, various interventions have been used to release a tight gastrocnemius muscle and improve gait performance. Moreover, focal muscle vibration (FMV) has recently been extensively researched in terms of tight muscle release and muscle performance. However, no study has investigated the effects of FMV application on medial gastrocnemius architectural changes. Objects: In this study, we aimed to investigate the effects of FMV on medial gastrocnemius architecture in persons with limited ankle dorsiflexion. Methods: Thirty one persons with <10° of passive ankle dorsiflexion participated in this study. We excluded persons with acute ankle injury within six months prior to study onset, a history of ankle fracture, leg length discrepancy greater than 2 cm, no history of neurological dysfunction, or trauma affecting the lower limb. The specifications of the FMV motor were as follows: a fixed frequency (fast wave: 150 Hz) and low amplitude (0.3-0.5 mm peak to peak) of vibration; the motor was used to release the medial gastrocnemius for 15 minutes. Each participant completed three trials for 10 days; a 30-second rest period was provided between each trial. Medial gastrocnemius architectural parameters [muscle thickness (MT), fiber bundle length (FBL), and pennation angle (PA)] were measured via ultrasonography. Results: MT significantly decreased after FMV application (p < 0.05). FBL significantly increased from its baseline value after FMV application (p < 0.05). PA significantly decreased from its baseline value after FMV application (p < 0.05). Conclusion: FMV application may be advantageous in reducing medial gastrocnemius excitability following a decrease in the amount of contractile tissue. Furthermore, FMV application can be used as a stretching method to alter medial gastrocnemius architecture.

플라즈마 공법에 의한 암석파괴의 실험적 연구 (A Experimental Study of Rock Fragmentation with Plasma Method)

  • 윤지선;김상훈
    • 한국터널지하공간학회 논문집
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    • 제4권1호
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    • pp.27-35
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    • 2002
  • 우리 나라 대부분의 토목현장에서는 암반의 굴착을 위하여 발파공법이 시행되고 있다. 발파공법은 기타 파암공법에 비하여 작업능률의 향상, 공사기간의 단축 등으로 많이 행해지고 있다. 그러나 발파작업은 발파진동, 발파소음, 비산 등으로 많은 피해를 발생하기도 한다. 따라서 본 연구에서는 미진동 공법 중에 하나인 플라즈마 공법의 특성, 파암효과 및 적용성에 대하여 검토해 보았다. 본 연구에서 나타난 플라즈마 공법에 의한 감쇠지수는 1.45~2.23이고 발파공법의 감쇠지수는 1.39~1.40으로 분석되었다. 그리고 시험파암 결과 파암지점과 계측지점과의 거리가 약 15m 이상인 지점부터는 대부분의 파암진동이 문화재나 컴퓨터 시설 등 민감한 보안물건에 대한 허용기준치인 0.2kine(cm/sec) 이내로 계측되었다. FFT(Fast Fourier Transform)분석 결과 당 현장에서 발파공법에 의해 계측된 주파수는 30~50Hz이고 플라즈마 공법의 주파수는 30~130Hz 사이에 분포하고 있다.

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초고층건축물의 수평진동사용성 평가 기준의 재고 (Review on Human Comfort Criteria in Tall Buildings)

  • 조강표;정승환;조기성;김무환
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.410-415
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    • 2008
  • This paper presents review on human comfort criteria in major codes and standards for tall buildings. In general, human comfort criteria of tall buildings have been used by magnitude of wind-induced acceleration response. Two different indexes in determination of the magnitude have been used: the peak value which occurs during a period of time and the rms value averaged over this same period. These distinctive acceleration indexes are discussed in detail and each criterion is reviewed and compared. The distinctions arisen because of the different wave forms, or acceleration signatures are addressed. It is described that which index of acceleration should be adopted in establishment of Korean human comfort criteria. In addition, some arguments from a technical standpoint that favor the use of each index are presented.

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전신진동자극훈련을 병행한 PNF 결합패턴 훈련이 뇌졸중환자의 근력, 균형 및 보행에 미치는 효과 (The Effect of the PNF Pattern Combined with Whole-Body Vibration on Muscle Strength, Balance, and Gait in Patients with Stroke Hemiplegia)

  • 최광용;정희연;맹관철
    • PNF and Movement
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    • 제15권2호
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    • pp.185-194
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    • 2017
  • Purpose: The purpose of this study was to prove the effects of the PNF patterns combined with whole-body vibration (PWBV) training on muscle strength, balance, walking speed, and endurance in stroke patients. Methods: Sixteen subjects were randomly assigned to the PWBV group (n=8) and the whole-body vibration (WBV) group (n=8). The PWBV group performed PNF pattern exercises using sprinter combined with WBV, while the WBV group performed using squatting for 30 minutes. Both groups performed therapeutic interventions five days per week over a period of four weeks. The manual muscle test, timed up and go test (TUG), 10-meter walk test (10MWT), and six-minute walk test (6MWT) were used to assess the muscle strength, balance, and gait of the participants. The SPSS Ver. 19.0 statistical program was used for data processing. Statistical analysis included a pared t-test to compare the pre- and post-intervention, and an independent t-test was used to compare groups. The significance level was set as 0.05. Results: The PWBV group and WBV group showed significant improvements in the TUG, 10MWT, and 6MWT (P<0.05). Significant differences between the PWBV and WBV groups were found (P<0.05). Conclusion: The PWBV improved muscle strength, balance, gait speed, and endurance in stroke patients. Thus, PWBV may be suggested as a therapeutic intervention in patients with stroke hemiplegia.

스타디움 구조물의 실용적인 진동해석을 위한 등가보요소의 적용 (Application of Equivalent Beam Element for Practical Vibration Analysis of Stadium Structure)

  • 김기철
    • 한국지진공학회논문집
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    • 제8권5호통권39호
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    • pp.91-99
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    • 2004
  • 일반적으로 경기장 구조물은 고유진동수가 낮게 나타나고 있으며 관람객의 반복적인 움직임에 의하여 공진 또는 공진과 유사한 거동이 일어날 수 있다. 따라서 진동에 대한 경기장 구조물의 안전성 및 사용성 검토가 요구되고 있으며 이를 위한 실용적인 정밀해석이 필요하다. 경기장 구조물의 경제적이고 안전한 설계를 위해서는 경기장 구조물에 가해지는 동적하중과 경기장 구조물의 거동에 대한 정확한 분석이 있어야 한다. 경기장 구조물의 정확한 진동해석을 위해서는 경기장 구조물을 세분화하여 모형화해야 한다. 구조물을 세분화하여 모형화할 경우에는 절점 수가 매우 많아지므로 해석시간이 길어지게 되며, 절점수가 제한되어 있는 상용프로그램으로는 해석이 불가능할 수도 있다. 따라서 본 논문에서 제안한 등가보요소를 이용한 경기장 구조물의 모형화 방법을 적용하여 진동해석을 수행할 경우에는 해석 구조물의 절점을 현저하게 줄일 수 있으므로 실용적인 정밀해석이 가능하게 된다.

최상층면진시스템을 활용한 고층건물의 진동제어 (Vibration Control of High-rise Building Structures using Top-story Isolation Systems)

  • 김태호;김현수
    • 한국공간구조학회논문집
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    • 제8권5호
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    • pp.75-82
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    • 2008
  • 본 연구에서는 최상층면진시스템을 적용한 고층건물의 진동제어 가능성을 검토하여 보았다. 이를 위하여 20층 및 50층 건물을 예제구조물로 선택하였고 El Centro 남북방향 성분을 지진하중으로 사용하여 수치해석을 수행하였다. 그리고 인공풍하중을 사용하여 풍하중에 대한 예제구조물의 사용성을 검토하였다. 면진되는 상부층의 수를 변화시켜가면서 구조물의 응답을 평가함으로써 최적의 면진질량에 대해서 검토하였다. 또한 상부층면진시스템의 고유진동주기 변화에 따른 진동제어성능의 변화를 고정기초구조물과 비교하여 검토하였다. 해석결과 최상층면진시스템은 동조질량감쇠기로서 활용될 수 있으며 풍하중 및 지진하중에 대한 고층건물의 동적응답을 효과적으로 저감시킬 수 있었다.

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Molecular Dynamics Simulation Studies of Zeolite A. Ⅵ. Vibrational Motion of Non-Rigid Zeolite-A Framework

  • 이송희;최상구
    • Bulletin of the Korean Chemical Society
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    • 제19권4호
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    • pp.422-428
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    • 1998
  • In the present paper, we report a molecular dynamics (MD) simulation of non-rigid zeolite-A framework only as the base case for a consistent study of the role of intraframework interaction on several zeolite-A systems using the same technique in our previous studies of rigid zeolite-A frameworks. Usual bond stretching, bond angle bending, torsional rotational, and non-bonded Lennard-Jones and electrostatic interactions are considered as intraframework interaction potentials. The comparison of experimental and calculated structural parameters confirms the validity of our MD simulation for zeolite-A framework. The radial distribution functions of non-rigid zeolite-A framework atoms characterize the vibrational motion of the framework atoms. Mean square displacements are all periodic with a short period of 0.08 ps and a slow change in the amplitude of the vibration with a long period of 0.53 ps. The displacement auto-correlation (DAC) and neighbor-correlation (DNC) functions describe the up-and-down motion of the framework atoms from the center of α-cage and the back-and-forth motion on each ring window from the center of each window. The DAC and DNC functions of the framework atoms from the center of α-cage at the 8-ring windows have the same period of the up-and-down motion, but those functions from the center of 8-ring window at the 8-ring windows are of different periods of the back-and-forth motion.

Bilinear elastodynamical models of cracked concrete beams

  • Pandey, Umesh Kumar;Benipal, Gurmail S.
    • Structural Engineering and Mechanics
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    • 제39권4호
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    • pp.465-498
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    • 2011
  • Concrete structures are generally cracked in flexural tension at working loads. Concrete beams with asymmetric section details and crack patterns exhibit different flexural rigidity depending upon the sense of the applied flexural moment. In this paper, three different models, having the same natural period, of such SDOF bilinear dynamical systems have been proposed. The Model-I and Model-II have constant damping coefficient, but the latter is characterized by two stiffness coefficients depending upon the sense of vibration amplitude. The Model-III, additionally, has two damping coefficients as well. In this paper, the dynamical response of Model-III to sinusoidal loading has been investigated and compared with that of Model-II studied earlier. It has been found that Model-III exhibits regular and irregular sub-harmonics, jump phenomena and strong sensitivity to initial conditions, forcing frequency, system period as well as the sense of peak sinusoidal force. The constant sustained load has been found to affect the natural period of the dynamical system. The predictions of Model-I have been compared with those of the approximate linear model adopted in present practice. The behaviour exhibited by different models of the SDOF cracked elastic concrete structures under working loads and the theoretical and practical implications of the approach followed have been critically evaluated.