• 제목/요약/키워드: static and dynamic evaluation

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탄화온도별로 제조된 거대억새 세라믹의 비파괴 휨강도 평가 (Nondestructive Bending Strength Evaluation of Miscanthus sinensis var. purpurascens Ceramics Made from Different Carbonizing Temperatures)

  • 원경록;오승원;변희섭
    • Journal of the Korean Wood Science and Technology
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    • 제42권6호
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    • pp.723-731
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    • 2014
  • 공진주파수 모드를 이용하는 비파괴 평가기술법을 거대억새 파티클 보드를 페놀수지로 함침한 후 탄화온도별(600, 800, 1000, $1200^{\circ}C$)로 제조한 세라믹에 적용하였다. 동적 탄성계수와 정적 휨 탄성계수는 탄화온도가 증가할수록 증가하였다. 휨 강도에 대한 동적 탄성계수 및 정적 휨 탄성계수는 밀접한 상관관계를 나타내었다. 그러나 휨 강도에 대한 상관관계에서 정적 탄성계수 보다 동적 탄성계수가 더 밀접한 상관관계를 나타내었다. 따라서 공진 주파수 모드를 사용하는 동적 탄성계수측정법으로 소성온도에 따라 제조된 거대억대 파티클보드의 휨 강도를 예측하는 비파괴 평가 방법으로 유용할 것으로 판단된다.

수정된 광폭침목(MF-140 PSC 침목)의 성능평가 (Performance Evaluation of Modified Wide Sleepers(MF-140 PSC Sleepers))

  • 배영훈;이일화;정찬민
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.1667-1673
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    • 2011
  • For performance evaluation of modified wide sleepers(MF-140 PSC sleepers), design moment for urban transit was calculated and then performance evaluation criteria were set up according to EN 13230-2. Next, static bend tests, dynamic tests at rail seat section of sleeper were carried out and static bend tests at center section of sleeper were fulfilled. The test results for modified wide sleepers were in excess of performance evaluation criteria and structural safety of sleepers was able to guaranteed from the results. As modifying depth of wide sleepers, construction convenience in underground will be expected to be improved and construction costs will be expected to be decreased.

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고속철도교량의 동적응답에 의한 충격계수 평가 (Evaluation of Impact Factor of High-Speed Railway Bridges from Dynamic Response under KTX Running)

  • 윤혜진;진원종;곽종원;황의승;김병석
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.1636-1640
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    • 2011
  • To consider dynamic magnification effect at the static design stage, impact factor is applied to design load. Current impact factor adopted EUROCODE without domestic verification through theoretical and experimental studies. This study evaluated impact factor of railway bridges from dynamic response under KTX running. Moving Average Method was applied to calculate impact factor. Investigation considering different type of bridges and tracks including velocity was conducted.

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표면근전도를 이용한 허리근육 평가시스템의 설계에 관한 연구 (A Study on the Design of Low Back Muscle Evaluation System Using Surface EMG)

  • 이태우;고도영;정철기;김인수;강원희;이호용;김성환
    • 대한전기학회논문지:시스템및제어부문D
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    • 제54권5호
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    • pp.338-347
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    • 2005
  • A computer-based low back muscle evaluation system was designed to simultaneously acquire, process, display, quantify, and correlate electromyographic(EMG) activity with muscle force, and range of motion(ROM) in the lumbar muscle of human. This integrated multi-channel system was designed around notebook PC. Each channel consisted of a time and frequency domain block, and T-F(time-frequency) domain block. The captured data in each channel was used to display and Quantify : raw EMG, histogram, zero crossing, turn, RMS(root mean square), variance, mean, power spectrum, median frequency, mean frequency, wavelet transform, Wigner-Ville distribution, Choi-Williams distribution, and Cohen-Posch distribution. To evaluate the performance of the designed system, the static and dynamic contraction experiments from lumbar(waist) level of human were done. The experiment performed in five subjects, and various parameters were tested and compared. This system could equally well be modified to allow acquisition, processing, and analysis of EMG signals in other studies and applications.

도시하천의 공간이용 평가 -갑천과 유등천을 중심으로- (Evaluation of Urban Riverine Area Usage -Gapcheon and Yudungcheon in Daejeon City -)

  • 장창래;김정곤;이광만
    • 한국환경복원기술학회지
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    • 제9권4호
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    • pp.1-12
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    • 2006
  • The usages of urban riverine areas for the Gapchoen and Yudungcheon in Daejoen City were evaluated by analyzing riverbed characteristics and water quality and by surveying the status of the floodplain usage including questionnaires of people visiting the rivers. Both rivers appear to be stable with insignificant bed changes as the riverbeds are dominated by gravels. Water qualities of both rivers have been improved significantly over the past decade although there are quite large seasonal fluctuations, which is common in most rivers in Korea. The results of floodplain usage analyses show that Gapcheon is dominated with static uses (>70%) such as promenades and resting facilities, while Yudungcheon by dynamic uses (>44%) such as sports facilities. Overall, both rivers require better plans for riverine area usage management considering a balance between the dynamic uses and the static uses such as natural observation places for education and habitats for birds and fish in the rivers. The questionnaire survey results indicate that overall the present status of both rivers are satisfactory and that water quality improvement is one of the key factors to enhance the value of the riverine areas. Future river restoration should be conducted by taking into account the characteristics of urban rivers in harmony with surrounding natural sceneries.

승마 운동이 여성 노인의 균형능력에 미치는 영향 (The Effect of Horse-Riding Exercise on the Balance Ability in the Frail Woman Elderly People)

  • 이채우;이인실;김현수
    • 대한통합의학회지
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    • 제1권2호
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    • pp.59-66
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    • 2013
  • Purpose : The purpose of this study was to investigate the effect of horse riding exercise for the prevention of falls in the frail woman elderly people. Method : 30 subjects in H-equestrian and N-equestrian were randomly divided two group, aero-step exercise group and horse-riding exercise group. Each group carried out 40 minutes exercise three times a week for 8 weeks. TUG were measured for dynamic balance ability, and sway path of COP movement during standing were measured for evaluation of static balance ability in balance performance monitor(BPM). Result : The results were as follows, the dynamic balance scales of TUG between aero-step exercise and horse-riding exercise groups in post-test, were significantly different in measures(p<.05). And there were significant in two group after exercise(p<.05). The static balance scales of sway path between aero-step exercise and horse-riding exercise groups in post-test, were significantly different in measures(p<.05). And there were significant in two group after exercise(p<.05). Conclusion : These finding revealed that horse-riding exercise was effective on dynamic and static balance abiility of elderly people so that these exercise can be new altematives for the prevention of falls in the frail woman elderly people.

Dynamic Modulus of Three-Layer Boards with Different Furnish and Shelling Ratio

  • Rofii, Muhammad Navis;Prayitno, Tibertius Agus;Suzuki, Shigehiko
    • Journal of the Korean Wood Science and Technology
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    • 제44권2호
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    • pp.274-282
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    • 2016
  • This aims of this study were to investigate the relationship between non-destructive evaluation (NDE) and actual bending properties of particleboard, and to predict the bending properties of three-layer particleboard. Three kinds of raw materials, i.e. Hinoki (Chamaecyparis obtusa Endl.) strand, knife-milled Douglas-fir (Pseudotsuga manziesii (Mirb) Franco), and hammer-milled matoa (Pometia spp.) obtained from wooden industry, were utilized as furnish for experimental panel with methylene diphenyl diisocyanate (MDI) resin as binder. The NDE test was conducted by hit sounds using an FFT analyzer according to the spectrum peak of wave frequency, while the static bending test was conducted according to JIS A-5908. The results reveal that the dynamic Young's modulus as an NDE test has a potential for being used to predict the elastic bending of particleboards by a specific equation for adjusting its proper values. The values of NDE and static test are significantly different with a deviation range at 3-20%. The bending stiffness of three-layer particleboards manufactured from different wood species is predictable by observing the bending stiffness of two elements based on the thickness of its layers. The predicted values of bending stiffness and static test are significantly different with a deviation range at 5-24%.

원전 기초지반의 지진안정성 평가 모델 연구 (The Study on Seismic Stability Evaluation Model for Rock Foundation of Nuclear Power Plant)

  • 황성춘;장정범
    • 한국지진공학회논문집
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    • 제9권4호
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    • pp.1-10
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    • 2005
  • 본 연구의 목적은 국내 실정에 적합한 원전 기초지반의 지진안정성을 평가할 수 있는 적절한 해석모델을 제시하는 것이다 입력지진의 작용방향, 경계조건, 해석모델의 폭 및 깊이, 단층연약대의 모델링방법 등의 해석조건에 대하여 활동면해석법, 등가정적해석법, 동적해석법을 적용하였다. 해석결과 측면경계조건은 등가정적 해석시 수평롤러, 동적해석시 전달경계, 해석영역의 폭은 구조물 폭의 5배 이상, 깊이는 구조물 폭의 2배 이상을 적용하는 것이 바람직한 것으로 나타났다.

Cu ECMP 공정에서 전해액이 연마거동에 미치는 영향 (The Effect of Electrolytes on Polshing Behavior in Cu ECMP)

  • 권태영;김인권;김태곤;조병권;박진구
    • 한국재료학회지
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    • 제18권6호
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    • pp.334-338
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    • 2008
  • The purpose of this study is to characterize various electrolytes on electrochemical mechanical planarization (ECMP). The ECMP system was modified from conventional CMP system to measure the potentiodynamic curve and removal rate of Cu. The potentiodynamic curves were measured in static and dynamic states in investigated electrolytes using a potentiostat for the evaluation of the polishing behavior on ECMP. KOH (alkaline) and $NaNO_3$ (salt) were selected as electrolytes which have high conductivity. In static and dynamic states, the corrosion potential decreased and the corrosion current increased as a function of the electrolyte concentration. But, the electrochemical reaction was prevented by mechanical polishing effect in the dynamic state. The static etch and removal rate were measured as functions of concentration and applied voltage. When $NaNO_3$ was used, the dissolution was much faster than that of KOH. It was concluded that the removal rate was strongly depended on electrochemical dissolution. The removal rate increased up to 350 nm/min in $NaNO_3$ based electrolyte.

Seismic vulnerability evaluation of a 32-story reinforced concrete building

  • Memari, A.M.;Motlagh, A.R. Yazdani;Akhtari, M.;Scanlon, A.;Ashtiany, M. Ghafory
    • Structural Engineering and Mechanics
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    • 제7권1호
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    • pp.1-18
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    • 1999
  • Seismic evaluation of a 32-story reinforced concrete framed tube building is performed by checking damageability, safety, and toughness limit states. The evaluation is based on Standard 2800 (Iranian seismic code) which recommends equivalent lateral static force, modal superposition, or time history dynamic analysis methods to be applied. A three dimensional linearly elastic model checked by ambient vibration test results is used for the evaluation. Accelerograms of three earthquakes as well as linearly elastic design response spectra are used for dynamic analysis. Damageability is checked by considering story drift ratios. Safety is evaluated by comparing demands and capacities at the story and element force levels. Finally, toughness is studied in terms of curvature ductility of members. The paper explains the methodology selected and various aspects in detail.