• 제목/요약/키워드: equivalent frequency

검색결과 1,512건 처리시간 0.032초

이동 질량 효과를 고려한 단경간 강합성 보행교의 보행 하중 진동 사용성 평가 (Vibration Serviceability Evaluation of a Single Span Steel-Concrete Composite Foot Bridge under Dynamic Pedestrian Loadings Considering Moving Mass Effect)

  • 박원석
    • 한국전산구조공학회논문집
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    • 제36권2호
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    • pp.75-83
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    • 2023
  • 이 논문에서는 보행교의 진동 사용성 평가에 있어서 보행자의 이동 질량 관성 효과의 고려 여부, 보행 패턴 등을 고려한 보행 시나리오 등에 따른 해석 결과를 제시하고, 그에 따라 보행교 설계 단계에서 동적 유한요소 해석을 통한 진동 사용성 평가에 있어 적절한 해석 방법과 유의점을 제안한다. 지간 40m의 강합성 박스 단면을 갖는 단경간 단순교 형식의 보행교에 대하여 보행자 밀도, 보행 속도, 임의 보행, 동기화 보행 등을 고려한 보행 시나리오에 대한 가속도 응답을 분석한다. 해석 결과 고정 질량 해석 방법은 임의 보행 시나리오 해석에서 이동 질량 해석과 큰 차이를 보이지 않으며 진동 사용성 평가시에는 더 넓은 진동수 대역을 가진할 수 있는 임의 보행 시나리오를 고려하는 것이 바람직할 수 있음을 보였다.

Effects of Electroencephalogram Biofeedback on Emotion Regulation and Brain Homeostasis of Late Adolescents in the COVID-19 Pandemic

  • Park, Wanju;Cho, Mina;Park, Shinjeong
    • 대한간호학회지
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    • 제52권1호
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    • pp.36-51
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    • 2022
  • Purpose: The purpose of this study was to examine the effects of electroencephalogram (EEG) biofeedback training for emotion regulation and brain homeostasis on anxiety about COVID-19 infection, impulsivity, anger rumination, meta-mood, and self-regulation ability of late adolescents in the prolonged COVID-19 pandemic situation. Methods: A non-equivalent control group pretest-posttest design was used. The participants included 55 late adolescents in the experimental and control groups. The variables were evaluated using quantitative EEG at pre-post time points in the experimental group. The experimental groups received 10 sessions using the three-band protocol for five weeks. The collected data were analyzed using the Shapiro-Wilk test, Wilcoxon rank sum test, Wilcoxon signed-rank test, t-test and paired t-test using the SAS 9.3 program. The collected EEG data used a frequency series power spectrum analysis method through fast Fourier transform. Results: Significant differences in emotion regulation between the two groups were observed in the anxiety about COVID-19 infection (W = 585.50, p = .002), mood repair of meta-mood (W = 889.50, p = .024), self-regulation ability (t = - 5.02, p < .001), self-regulation mode (t = - 4.74, p < .001), and volitional inhibition mode (t = - 2.61, p = .012). Neurofeedback training for brain homeostasis was effected on enhanced sensory-motor rhythm (S = 177.00, p < .001) and inhibited theta (S = - 166.00, p < .001). Conclusion: The results demonstrate the potential of EEG biofeedback training as an independent nursing intervention that can markedly improve anxiety, mood-repair, and self-regulation ability for emotional distress during the COVID-19 pandemic.

Study on seismic performance of shaking table model of full light-weight concrete utility tunnel

  • Yanmin Yang;Qi Yuan;Yongqing Li;Jingyu Li;Yuan Gao;Yuzhe Zou
    • Computers and Concrete
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    • 제32권1호
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    • pp.15-26
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    • 2023
  • In order to study the anti-seismic performance of full light-weight concrete utility tunnel, EL Centro seismic waves were input, and the seismic simulation shaking table test was carried out on the four utility tunnel models. The dynamic characteristics and acceleration response of the system consisting of the utility tunnel structure and the soil, and the interlayer displacement response of the structure were analyzed. The influence law of different construction methods, haunch heights and concrete types on the dynamic response of the utility tunnel structure was studied. And the experimental results were compared with the finite element calculation results. The results indicated that with the increase of seismic wave intensity, the natural frequency of the utility tunnel structure system decreased and the damping ratio increased. The assembling composite construction method could be equivalent to replace the integral cast-in-place construction method. The haunch height of the assembling composite full light-weight concrete utility tunnel was increased from 30 mm to 50 mm to enhance the anti-seismic performance during large earthquakes. The anti-seismic performance of the full light-weight concrete utility tunnel was better than that of the ordinary concrete utility tunnel. The peak acceleration of the structure was reduced by 21.8% and the interlayer displacement was reduced by 45.8% by using full light-weight concrete. The finite element simulation results were in good agreement with the experimental results, which could provide reference for practical engineering design and application.

저면적 디지털 제어 발진기의 양자화 에러 최소화를 위한 추가 서모미터 코드 잠금 기법 (Additional Thermometer Code Locking Technique for Minimizing Quantization Error in Low Area Digital Controlled Oscillators)

  • 강병석;김영식;김신웅
    • 전기전자학회논문지
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    • 제27권4호
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    • pp.573-578
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    • 2023
  • 본 논문에서는 고성능 디지털 위상 고정 루프(DPLL)에 적용 가능한 새로운 잠금 기법을 소개한다. 이 연구는 LC 기반 디지털 제어 발진기(DCO)에서 발생하는 양자화 오류를 줄이기 위해 추가 서모미터 코드를 사용한다. 본 방식은 전체 DCO 코드를 서모미터 방식으로 구현하지 않음에도 불구하고 높은 선형성을 통해 양자화 오류를 감소시킨다. 초기 잠금 단계에서 바이너리 코드를 사용하고, 잠금이 완료되면 서모미터 코드로 전환하여 높은 주파수 대비 선형성과 낮은 지터 특성을 달성한다. 이 접근법은 낮은 DCO 이득(Kdco) 값을 요구하는 응용에서 서모미터 코드만을 사용하는 기존 방식과 비교하여 스위치의 수를 현저히 줄이고 발진기의 면적을 최소화한다. 또한, 지터 특성은 서모미터 코드만을 사용하는 방식과 동일한 수준을 유지한다. SystemVerilog 및 Verilog HDL을 사용한 모델링과 RTL 수준에서의 설계를 통해 이 기법의 효과가 입증되었다.

계층구조 음성 부호화기를 위한 지연 없는 MDCT 구조 (Delayless MDCT for Scalable Speech Codec)

  • 성호상;박호종
    • 한국음향학회지
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    • 제26권3호
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    • pp.102-108
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    • 2007
  • 고성능 계층구조 음성 부호화기는 매우 낮은 전송율의 1차 계층과 미세 계층구조를 가지는 2차 계층을 요구하고, 이는 각 계층에서 하모닉 부호화기와 MDCT 기반 변환 부호화기를 사용하여 구현할 수 있다. 그러나 이 구조는 하모닉 부호화기와 변환부호화기에서 각각 독립적인 주파수 변환이 필요하고 각 변환에서 발생하는 시간지연이 누적되어 전체 부호화기의 시간지연이 증가하는 문제를 가진다. 본 논문에서는 시간지연이 누적되는 문제를 해결하기 위하여 2차 계층의 MDCT가 1차 계층의 Look-Ahead 영역을 공유하도록 하고 이 때 발생하는 MDCT 동작의 오류를 분석하고 이 성분을 IMDCT출력에서 제거하는 새로운 MDCT동작 구조를 제안한다 제안한 지연 없는 MDCT구조를 위하여 추가로 전송할 정보는 없으며 동등한 부호화 성능을 유지하면서 시간지연을 감소시켜 부호화기 성능을 크게 향상시킨다.

수술 전 자가통증조절기 교육 프로그램 적용이 노인 척추 수술 환자의 통증 조절에 미치는 효과 (The Effect of a Preoperative Patient-Controlled Analgesia Education Program on Postoperative Pain Control in Older Patients with Spine Surgery)

  • 박혜란;정은주;유미정;이슬기;정수연;강바다
    • 임상간호연구
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    • 제30권1호
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    • pp.45-53
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    • 2024
  • Purpose: This study aimed to investigate the effectiveness of preoperative patient-controlled analgesia(PCA) education program on older patients with spine surgery. Methods: A quasi-experimental research with a non-equivalent control group pretest-posttest design was conducted to investigate the impact of a PCA education program before surgery on postoperative pain, pain knowledge and attitudes, and frequency of additional analgesic use. The sample size for experimental and control group was 55 respectively. Results: The experimental group, which underwent the PCA education program, had lower postoperative pain scores compared to the control group. Furthermore, the experimental group exhibited a higher level of knowledge on PCA (p<.001) and more positive attitudes toward analgesic use (p<.001). While there was a significant difference in the use of opioid analgesics for additional pain relief between two groups (p<.001), there was no significant difference in the use of non-opioid analgesics. Conclusion: The implementation of the PCA education program was found to increase knowledge and positive attitudes on the use of PCA. Moreover, it significantly alleviated pain, particularly during physical activity, within initial 48 hours after spinal surgey in older patients. Therefore, the findings of this study supported that the PCA education program could be used as a preoperative intervention to alleviate postoperative pain for older patients with spinal surgery.

안티푸라민-에스® 로션의 레올로지 특성 연구 (Rheological Properties of Antiphlamine-S® Lotion)

  • 국화윤;송기원
    • Journal of Pharmaceutical Investigation
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    • 제39권3호
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    • pp.185-199
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    • 2009
  • Using a strain-controlled rheometer [Advanced Rheometric Expansion System (ARES)], the steady shear flow properties and the dynamic viscoelastic properties of $Antiphlamine-S^{(R)}$ lotion have been measured at $20^{\circ}C$ (storage temperature) and $37^{\circ}C$ (body temperature). In this article, the temperature dependence of the linear viscoelastic behavior was firstly reported from the experimental data obtained from a temperature-sweep test. The steady shear flow behavior was secondly reported and then the effect of shear rate on this behavior was discussed in detail. In addition, several inelastic-viscoplastic flow models including a yield stress parameter were employed to make a quantitative evaluation of the steady shear flow behavior, and then the applicability of these models was examined by calculating the various material parameters. The angular frequency dependence of the linear viscoelastic behavior was nextly explained and quantitatively predicted using a fractional derivative model. Finally, the strain amplitude dependence of the dynamic viscoelastic behavior was discussed in full to elucidate a nonlinear rheological behavior in large amplitude oscillatory shear flow fields. Main findings obtained from this study can be summarized as follows : (1) The linear viscoelastic behavior is almostly independent of temperature over a temperature range of $15{\sim}40^{circ}C$. (2) The steady shear viscosity is sharply decreased as an increase in shear rate, demonstrating a pronounced Non-Newtonian shear-thinning flow behavior. (3) The shear stress tends to approach a limiting constant value as a decrease in shear rate, exhibiting an existence of a yield stress. (4) The Herschel-Bulkley, Mizrahi-Berk and Heinz-Casson models are all applicable and have an equivalent validity to quantitatively describe the steady shear flow behavior of $Antiphlamine-S^{(R)}$ lotion whereas both the Bingham and Casson models do not give a good applicability. (5) In small amplitude oscillatory shear flow fields, the storage modulus is always greater than the loss modulus over an entire range of angular frequencies tested and both moduli show a slight dependence on angular frequency. This means that the linear viscoelastic behavior of $Antiphlamine-S^{(R)}$ lotion is dominated by an elastic nature rather than a viscous feature and that a gel-like structure is present in this system. (6) In large amplitude oscillatory shear flow fields, the storage modulus shows a nonlinear strain-thinning behavior at strain amplitude range larger than 10 % while the loss modulus exhibits a weak strain-overshoot behavior up to a strain amplitude of 50 % beyond which followed by a decrease in loss modulus with an increase in strain amplitude. (7) At sufficiently large strain amplitude range (${\gamma}_0$>100 %), the loss modulus is found to be greater than the storage modulus, indicating that a viscous property becomes superior to an elastic character in large shear deformations.

확장된 slip-weakening 모델의 응력 강하량과 에너지 수지 특성 및 스케일링 관계 (Characteristics of Stress Drop and Energy Budget from Extended Slip-Weakening Model and Scaling Relationships)

  • 최항;윤병익
    • 한국지진공학회논문집
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    • 제24권6호
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    • pp.253-266
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    • 2020
  • The extended slip-weakening model was investigated by using a compiled set of source-spectrum-related parameters, i.e. seismic moment Mo, S-wave velocity Vs, corner-frequency fc, and source-controlled high-cut frequency fmax, for 113 shallow crustal earthquakes (focal depth less than 25 km, MW 3.0~7.5) that occurred in Japan from 1987 to 2016. The investigation was focused on the characteristics of stress drop, radiation energy-to-seismic moment ratio, radiation efficiency, and fracture energy release rate, Gc. The scaling relationships of those source parameters were also investigated and compared with those in previous studies, which were based on generally used singular models with the dimensionless numbers corresponding to fc given by Brune and Madariaga. The results showed that the stress drop from the singular model with Madariaga's dimensionless number was equivalent to the breakdown stress drop, as well as Brune's effective stress, rather than to static stress drop as has been usually assumed. The scale dependence of stress drop showed a different tendency in accordance with the size category of the earthquakes, which may be divided into small-moderate earthquakes and moderate-large earthquakes by comparing to Mo = 1017~1018 Nm. The scale dependence was quite similar to that shown by Kanamori and Rivera. The scale dependence was not because of a poor dynamic range of recorded signals or missing data as asserted by Ide and Beroza, but rather it was because of the scale dependent Vr-induced local similarity of spectrum as shown in a previous study by the authors. The energy release rate Gc with respect to breakdown distance Dc from the extended slip-weakening model coincided with that given by Ellsworth and Beroza in a study on the rupture nucleation phase; and the empirical relationship given by Abercrombie and Rice can represent the results from the extended slip-weakening model, the results from laboratory stick-slip experiments by Ohnaka, and the results given by Ellsworth and Beroza simultaneously. Also the energy flux into the breakdown zone was well correlated with the breakdown stress drop, ${\tilde{e}}$ and peak slip velocity of the fault faces. Consequently, the investigation results indicate the appropriateness of the extended slip-weakening model.

수중음향통신을 위한 광대역 FIR 빔형성기 (A Broadband FIR Beamformer for Underwater Acoustic Communications)

  • 최영철;임용곤
    • 한국정보통신학회논문지
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    • 제10권12호
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    • pp.2151-2156
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    • 2006
  • 수중음향통신을 위한 빔형성 기법은 대역폭이 반송주파수에 비해서 큰 광대역 신호 특성을 고려해야한다. 수중 음향통신에서는 협대역 신호가정이 성립하지 않는다. 본 논문에서는 기저 대역 배열신호 모델을 이용한 수중음향통신 광대역 FIR 빔형성기에 대해서 논한다. 반송주파수 25Hz, 심볼 속도 5kHz인 QPSK 방식의 수중음향통신에 있어서 광대역 FIR 빔형성기를 고려했다. 배열 센서는 8개의 등방형 센서로 구성된 선형등간격 구조이고, 센서간 간격은 반송주파수 파장의 절반이다 컴퓨터 모의실험을 통하여 각 센서에 길이가 2인 FIR 필터를 채택하고 탭간 간격이 심볼 주기의 1/4일 때 광대역 FIR 빔형성기는 최적 신호 대 간섭잡음비에 근접하였으며, 기존의 통상적인 협대역 빔형성기보다 신호 대 간섭 잡음비가 0.5dB 향상된 결과를 보였다. 광대역 FIR 빔형성기의 성능은 FIR 필터 길이가 특정 값 이상으로 커지면 더 나빠지고, 탭간 간격이 심볼 주기의 절반보다 작으면 탭간 간격은 성능에 영향을 주지 않았다. 탭간 간격 이 심볼 주기와 같은 경우에, 훈련 신호열이 통상적인 경우보다 더 많이 필요하였다.

압전감쇠를 통한 압전단일패널의 전달 소음저감성능 (Transmitted Noise Reduction Performance of Piezoelectric Single Panel through Piezo-damping)

  • 이중근;김재환;김기선;이형식
    • 한국산학기술학회논문지
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    • 제2권2호
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    • pp.49-56
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    • 2001
  • 저주파공진에서의 소음저감을 위한 압전단일패널에 대한 실험적 연구를 수행하였다. 압전단일패널은 압전재료를 평판 구조물에 부착하고, 션트회로를 압전재료에 연결한 구조물이다. 구조물의 저주파공진에서의 전달 소음저감을 위하여 압전감쇠를 이용하였다. 압전감쇠의 파라메터 튜닝은 제안한 새로운 방법을 적용하였다. 이 방법은 전기적 임피던스모델을 기초로 하여 공진회로에서 에너지 소산이 최대가 되도록 하는 방법으로 구조물에 부착된 압전재료에서 전기적 임피던스를 측정하여 시스템의 공진주파수 근처에서 등가 전기 회로를 구성하였다. 압전감쇠를 위한 공진션트 회로는 직렬로 연결된 저항과 인덕터로 구성되었으며, 저항과 인덕터는 회로에서 소산되는 에너지가 최대가 될 수 있는 값으로 최적설계 하였다. 압전단일패널의 전달 소음저감성능은 음향터널을 이용하여 실험을 수행하였다. 음향터널은 사각단면이며 소음 원으로 터널의 한 쪽 끝에 스피커가 설치되었다. 패널은 터널의 중앙에 설치하여 투과 음압을 측정하였다. 압전감쇠를 통하여, 공진주파수에서의 좋은 소음 저감을 얻었다. 압전감쇠를 이용한 압전단일패널은 간단하고 경계적인 측면에서 소음 저감을 위한 유망한 기술이다.

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