• Title/Summary/Keyword: Peak response time

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Study on Structural Safety of Car Securing Equipment for Coastal Carferry: Part I Estimation of Hull Acceleration using Direct Load Approach (국내 연안 카페리 차량 고박 장치 안전성에 관한 연구: 제I부 직접하중계산법을 이용한 선체 운동 가속도 산정)

  • Choung, Joonmo;Jo, Huisang;Lee, Kyunghoon;Lee, Young Woo
    • Journal of Ocean Engineering and Technology
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    • v.30 no.6
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    • pp.440-450
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    • 2016
  • The capsizing and consequent sinking of a coastal car ferry was recently reported, with numerous human casualties. The primary cause was determined to be a sudden turn with improperly stowed and secured cargo. Part I of this study introduces how long term acceleration components are determined from seakeeping analyses. A carferry with a displacement of 1,633 tonf was selected as the target vessel. Sea data that included the significant wave heights and periods were collected at four observation buoys, some of which were far away from two main voyage routes: Incheon-Jeju and Pusan-Jeju. Frequency response analyses were performed to obtain the linearized radiation force coefficients, hydrostatic stiffnesses, and wave excitation forces. Time response analyses were sequentially performed to produce the motion-induced acceleration processes. The probabilistic distributions of the acceleration components were determined using a peak and valley counting method. Long term extreme acceleration components were proposed as a final result.

Design of a Shielded Reflection Type Pulsed Eddy Current Probe for the Evaluation of Thickness (두께 평가를 위한 차폐된 반사형 펄스 와전류 탐촉자의 설계)

  • Shin, Young-Kil;Choi, Dong-Myung
    • Journal of the Korean Society for Nondestructive Testing
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    • v.27 no.5
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    • pp.398-408
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    • 2007
  • For better evaluation of material thickness by using the reflection type pulsed eddy current method, various probe models are designed and their response signals, characteristics, and sensitivities to thickness variation are investigated by a numerical analysis method. Since the sensor needs to detect magnetic fields from eddy currents induced in a test material, not from the exciter coil, two types of models that are shielded by the combination of copper and ferrite and only by ferrite are considered. By studying response signals from these shielded probe models, the peak value and the zero crossing time are selected as useful signal features for the evaluation of material thickness. Investigation of sensitivities of these two features shows that the sensitivity of peak value is more useful than that of zero crossing time and that the probe shielded only by ferrite gives much better sensitivity to thickness variation.

Perfusion Computed Tomography in Predicting Treatment Response of Advanced Esophageal Squamous Cell Carcinomas

  • Li, Ming-Huan;Shang, Dong-Ping;Chen, Chen;Xu, Liang;Huang, Yong;Kong, Li;Yu, Jin-Ming
    • Asian Pacific Journal of Cancer Prevention
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    • v.16 no.2
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    • pp.797-802
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    • 2015
  • Background: The purpose of this study was to prospectively evaluate the predictive value of perfusion computed tomography (CT) for response of local advanced esophageal carcinoma to radiotherapy and chemotherapy. Materials and Methods: Before any treatment, forty-three local advanced esophageal squamous cell carcinomas were prospectively evaluated by perfusion scan with 16-row CT from June 2009 to January 2012. Perfusion parameters, including perfusion (BF), peak enhanced density (PED), blood volume (BV), and time to peak (TTP) were measured using Philips perfusion software. Seventeen cases received definitive radiotherapy and 26 received concurrent chemo-radiotherapy. The response was evaluated by CT scan and esophagography. Differences in perfusion parameters between responders and non-responders were analyzed, and ROCs were used to assess predictive value of the baseline parameters for treatment response. Results: There were 25 responders (R) and 18 non-responders (NR). Responders showed significantly higher BF (R:34.1 ml/100g/min vs NR: 25.0 ml/100g/min, p=0.001), BV (23.2 ml/100g vs 18.3 ml/100g, p=0.009) and PED (32.5 HU vs 28.32HU, P=0.003) than non-responders. But the baseline TTP (R: 38.2s vs NR: 44.10s, p=0.172) had no difference in the two groups. For baseline BF, a threshold of 36.1 ml/100g/min achieved a sensitivity of 56%, and a specificity of 94.4% for detection of clinical responders from non-responders. Conclusions: The results suggest that the perfusion CT can provide some helpful information for identifying tumors that may respond to radio-chemotherapy.

STARTLE AND ORIENTING REFLEX COMPONENTS MODULATION BY ATTENTION TO TASK AND PERFORMANCE OF MENTAL TEST WITH NOISE FOREGROUND (백색소음하에서 단어암기 및 재인검사 수행시의 경악 및 정향반사 특성 : 스트레스/정서연구에의 시사점)

  • Estate Sokhadze
    • Proceedings of the Korean Society for Emotion and Sensibility Conference
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    • 1999.03a
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    • pp.139-145
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    • 1999
  • In current study on 8 college students there was examined modulation of eyeblink (as measured by integrated EMG of m.orbicularis oculi) and skin conductance response (SCR) to an acoustic startle probe (85 dB[A] white noise) by attending to task presented in auditory modality (to memorize words for further recognition) and entire performance of the word recognition test. Both eyeblink magnitude and SCR amplitude and rise time to startle probes were modified (larger magnitude of EMG peak, lower amplitude and shorter rise time of SCR) during attending to task as compared to performance on test. Results are interpreted n terms of modification of electrodermal and eyeblink components of startle and orienting reflexes by task characteristics (passive versus active efforts), attentional demands and aversiveness of experimental situation. However, eyeblink startle response manifested potentiation during attending to task, while SCR demonstrated attenuation. There are discussed implications of startle modulatioas a potentially sensitive probe of situational demands in stress research and also are considered prospects for further studies.

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The sensing characteristics of MOPS structure based on porous silicon for ethanol gas (다공질규소를 이용한 MOPS 구조의 에탄올 감지 특성)

  • Sohn, Sihn-Young;Kim, Han-Jung;Lee, Ki-Won;Kim, Young-You
    • Journal of Sensor Science and Technology
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    • v.15 no.6
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    • pp.457-461
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    • 2006
  • To use the porous silicon as gas sensors, we made the MOPS structure from the porous silicon with Al evaporation and investigated the sensing characteristic of ethanol. When the MOPS structure is in contact with ethanol gas, the maximum peak of PL changes and it return to original intensity without contact. The MOPS structure had response time 0.78s and recovery time 4.13s when it is in contact with ethanol, which satisfied the required sensor standards. Further complimentary researches, however, are required to investigate the contact mechanism between MOPS structure and ethanol and to solve the surface contamination problem.

Unilateral Performance Comparison for Taekwondo Kicks between Dominant Leg and Non-Dominant Leg (우세한 다리와 비우세한 다리 사이의 태권도 발차기 비교)

  • Kim, Young-Kwan;Kim, Yoon-Hyuk
    • Korean Journal of Applied Biomechanics
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    • v.20 no.2
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    • pp.183-189
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    • 2010
  • The balanced performance of dominant and non-dominant leg is very important to Taekwondo sparring. The purpose of this study was to investigate whether elite Taekwondo athletes would have balanced biomechanical performance and intra-limb coordination in executing different types of Taekwondo kicks. Twelve athletes(more than 10 year practice experience) participated in this study and performed six basic kicks(i.e., the front, roundhouse, side, back, thrashing, and turning-back kick). Results indicated no statistical difference on response time, peak kicking velocity, single limb vertical jump height, and angle-angle plot between dominant leg and non-dominant leg(p>.05). In conclusion, elite Taekwondo athletes had equivalent ability between dominant leg and non-dominant leg in performing Taekwondo kicks. This might be an advantage to elite athletes for Taekwondo sparring because they could use both leg without any restriction.

MEASUREMENT OF LONG IMPULSE RESPONSE BY USING A TIME-STRETCHED PULSE

  • Kim, Hack-Yoon;Asano, Futoshi;Suzuki, Yoiti;Sone, Toshio
    • Proceedings of the Acoustical Society of Korea Conference
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    • 1994.06a
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    • pp.867-872
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    • 1994
  • The transfer function of an acoustic system, in general, often exhibits a wide dynamic range and a very long impulse response. The time-stretched pulse (TSP) proposed by Aoshima (ATSP) has a small peak-factor and is accordingly suitable for the measuring impulse responses. The pulse is not so suitable, however, for the measurement of impulse responses over a wide frequency range. In this paper, we try to generalize and optimize this method (OATSP). This makes the method applicable for measuring of impulse responses longer than the length of the TSP. An analysis of error in such a case is also shown. Finally, we discuss how to implement this technique in specific measurement conditins.

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Changes in Hardness and Damping Capacity of Aged Mg-5%Sn Alloy (시효한 Mg-5%Sn 합금의 경도와 진동감쇠능 변화)

  • Jun, Joong-Hwan
    • Journal of the Korean Society for Heat Treatment
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    • v.35 no.5
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    • pp.255-261
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    • 2022
  • In this work, the strain-amplitude independent and strain-amplitude dependent damping capacities of Mg-5%Sn alloy have been investigated as a function of its age-hardening response. The hardness increased with an increase in aging time, reached a peak value after 48 h, and then it gradually decreased. The damping capacities of the Mg-5%Sn alloy exhibited a decreasing tendency in the order of solution-treated, under-aged, peakaged, and over-aged states in the strain-amplitude dependent region, whereas they increased continuously with aging time in the strain-amplitude independent region. The microstructural examination during aging revealed that the lower concentration of Sn solutes in the α-(Mg) matrix and the lower density of the Mg2Sn precipitate particles may well be the crucial factors for better damping values in the strain-amplitude independent and strain-amplitude dependent regions, respectively.

Distribution of near-fault input energy over the height of RC frame structures and its formulation

  • Taner Ucar
    • Structural Engineering and Mechanics
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    • v.85 no.1
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    • pp.55-64
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    • 2023
  • Energy-based seismic design and evaluation methods are promising to be involved in the next generation design codes. Accordingly, determining the distribution of earthquake input energy demand among floor levels is quite imperative in order to develop an energy-based seismic design procedure. In this paper, peak floor input energy demands are achieved from relative input energy response histories of several reinforced concrete (RC) frames. A set of 22 horizontal acceleration histories selected from recorded near-fault earthquakes and scaled in time domain to be compatible with the elastic acceleration design spectra of Turkish Seismic Design Code are used in time history analyses. The distribution of the computed input energy per mass values and the arithmetic means through the height of the considered RC frames are presented as a result. It is found that spatial distribution of input energy per mass is highly affected by the number of stories. Very practical yet consistent formulation of distributing the total input energy to story levels is achieved, as a most important contribution of the study.

The Response of the Structure with the Damage Curve (손상곡선에 의한 구조물의 거동파악)

  • Lee, Sang-Ho;Song, Hyun-Seop
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.1
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    • pp.189-196
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    • 2005
  • The effects of the impulse and the magnitude of the impulsive loads to the responses of the structure are analyzed with the safety criteria established with the peak load and impulse ratio. It is shown for the loadings with short duration that the impulse is dominant factor for the damage of the structures due to the inertial effect. On the other hand the magnitude of the load is dominant factor for the load with long duration due to the duration time long enough for the loads to overcome the inertia force. It is also shown that the peak particle velocity and the peak particle acceleration of the foundation have the same influences as the impulse and the magnitude of the loads do to the structures.