• Title/Summary/Keyword: Period of peak

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Tricalcium Silicate의 초기수화반응(I) (Early Hydration of Ticalcium Silicate(I))

  • 오희갑;최상흘
    • 한국세라믹학회지
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    • 제23권5호
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    • pp.35-40
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    • 1986
  • The early hydration of tri-calcium silicate $(C_3S)$ with different cooling conditions was studied by varing water/solid ratio and atmosphere. The cooling condition and water/solid ratio affected to the second peak of heat liberation but it had no correlation to the induction period. The $Ca^{2+}$ concentration in the aqueous solution was maximized at the starting point of the second peak of heat liberation but in the $CO_2$ exsistence the $Ca^{2+}$ concentration was low and $SiO_2$ con-centration was increased. The hydration rate of $C_3S$ was so accelerated that the induction period could not appear in the $CO_2$ exsistence.

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교통소통 정보기반 신호교차로 운영평가를 위한 혼잡강도 지표 임계값 연구 (Study on threshold values of a intensity-of-congestion measure for operations evaluation at signalized intersections based on traffic flow information)

  • 김진태;조용빈
    • 한국도로학회논문집
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    • 제20권3호
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    • pp.85-92
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    • 2018
  • PURPOSES : In this study, analyze the characteristics of IOC indicator 'threshold' which is needed when evaluating the traffic signal operation status with ESPRESSO in various grade road traffic environment of Seoul metropolitan city and derive suggested value to use in field practice. METHODS : Using the computerized database program (Postgresql), we extracted data with regional characteristics (Arterial, Collector road) and temporal characteristics (peak hour, non-peak hour). Analysis of variance and Duncan's validation were performed using statistical analysis program (SPSS) to confirm whether the extracted data contains statistical significance. RESULTS : The analysis period of the main and secondary arterial roads was confirmed to be suitable from 14 days to 60 days. For the arterial, it is suggested to use 20 km/h as the critical speed for PM peak hour and weekly non peak hour. It is suggested to use 25 km/h as the critical speed for AM peak hour and night non peak hour. As for the collector road, it is suggested to use 20 km/h as the critical speed for PM peak hour and weekly non peak hour. It is suggested to use 30 km/h as the critical speed for AM peak hour and night non peak hour. CONCLUSIONS : It is meaningful from a methodological point of view that it is possible to make a reasonable comparative analysis on the signal intersection pre-post analysis when the signal operation DB is renewed by breaking the existing traffic signal operation evaluation method.

On Long-term Prediction Scheme in Ocean Engineering

  • Kwon, Sun-Hong;Kim, Dea-Woong
    • International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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    • 제3권1호
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    • pp.29-34
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    • 2000
  • This paper proposes a long-term prediction of offshore structures in ocean waves. All short-term statistics is generated by the simulation for all the combinations of significant wave heights and spectral peak periods. The simulation has been tested first on linear system, whose analytic solution is known, to verify if the simulation works accurately. Then the scheme was applied to the nonlinear system. This paper demonstrated that the proposed scheme could be an efficient tool in estimating the response of offshore structures.

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환경변수가 자켓 하부구조물 해상 풍력시스템 거동에 미치는 영향 (Effects of environmental parameters for offshore wind turbine system with jacket support structure)

  • 이종선;박현철;;김용환;나상권;이종현
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2011년도 추계학술대회 초록집
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    • pp.38.1-38.1
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    • 2011
  • This study investigates the effects of Pierson-Moskowitz, Jonswap spectrum that are typical irregular wave spectrums for wind turbine system with jacket support structure. Also various offshore environmental parameters based on korean local condition were used in our study. The loads acting on the system was considered by referring to the Design Load Case from IEC guide line. And improved von Karman model was used as a turbulence model. As a result, various significant wave height and peak spectral period cause noticeable difference of extreme and fatigue loads prediction.

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Sensing Characteristics of Uncoated Double Cladding Long-period Fiber Grating Based on Mode Transition and Dual-peak Resonance

  • Zhou, Yuan;Gu, Zheng Tian;Ling, Qiang
    • Current Optics and Photonics
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    • 제5권3호
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    • pp.243-249
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    • 2021
  • In this paper, the sensing characteristics of a double cladding fiber (DCF) long-period fiber grating (LPFG) to the surrounding refractive index (SRI) are studied. The outer cladding of the DCF plays the role of the overlay, thus, the mode transition (MT) phenomenon of DCF can be induced by etching the outer cladding radius instead of coating overlays. The response characteristics of the effective refractive index (ERI) of the cladding mode to the outer cladding radius are analyzed. It is found that in the MT range, the change rate of ERIs of cladding modes is relatively larger than that for other ranges. Further, based on the features of the mode transition region (MTR), the phase-matching curve of the 11th cladding mode is investigated, and the response of the DCF-LPFG to the SRI is characterized by the change of wavelength intervals between the dual peaks under different outer cladding radii. The numerical simulation results show that the SRI sensitivity is greatly improved, which is available to 3484.0 nm/RIU with the fitting degree 0.998 in the SRI range of 1.33-1.37. The proposed DCF-LPFG can provide new theoretical support for designing the DCF-LPFG refractive index sensor with excellent performances of sensitivity, linearity and structure.

Ductility and inelastic deformation demands of structures

  • Benazouz, Cheikh;Moussa, Leblouba;Ali, Zerzour
    • Structural Engineering and Mechanics
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    • 제42권5호
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    • pp.631-644
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    • 2012
  • Current seismic codes require from the seismically designed structures to be capable to withstand inelastic deformation. Many studies dealt with the development of different inelastic spectra with the aim to simplify the evaluation of inelastic deformation and performance of structures. Recently, the concept of inelastic spectra has been adopted in the global scheme of the performance-based seismic design through capacity-spectrum methods. In this paper, the median of the ductility demand ratio for 80 ground motions are presented for different levels of normalized yield strength, defined as the yield strength coefficient divided by the peak ground acceleration (PGA). The influence of the post-to-preyield stiffness ratio on the ductility demand is investigated. For fixed levels of normalized yield strength, the median ductility versus period plots demonstrated that they are independent of the earthquake magnitude and epicentral distance. Determined by regression analysis of the data, two design equations have been developed; one for the ductility demand as function of period, post-to-preyield stiffness ratio, and normalized yield strength, and the other for the inelastic deformation as function of period and peak ground acceleration valid for periods longer than 0.6 seconds. The equations are useful in estimating the ductility and inelastic deformation demands for structures in the preliminary design. It was found that the post-to-preyield stiffness has a negligible effect on the ductility factor if the yield strength coefficient is greater than the PGA of the design ground motion normalized by gravity.

Short-term and long-term treatment outcomes with Class III activator

  • Ryu, Hyo-kyung;Chong, Hyun-Jeong;An, Ki-Yong;Kang, Kyung-hwa
    • 대한치과교정학회지
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    • 제45권5호
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    • pp.226-235
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    • 2015
  • Objective: The purpose of this retrospective study was to investigate short-term and long-term skeletodental outcomes of Class III activator treatment. Methods: A Class III activator treatment group (AG) comprised of 22 patients (9 boys, 13 girls) was compared with a Class III control group (CG) comprised of 17 patients (6 boys, 11 girls). The total treatment period was divided into three stages; the initial stage (T1), the post-activator treatment or post-mandibular growth peak stage (T2), and the long-term follow-up stage (T3). Cephalometric changes were evaluated statistically via the Mann-Whitney U-test and the Friedman test. Results: The AG exhibited significant increases in the SNA angle, ANB angle, Wits appraisal, A point-N perpendicular, Convexity of A point, and proclination of the maxillary incisors, from T1 to T2. In the long-term follow-up (T1-T3), the AG exhibited significantly greater increases in the ANB angle, Wits appraisal, and Convexity of A point than the CG. Conclusions: Favorable skeletal outcomes induced during the Class III activator treatment period were generally maintained until the long-term follow-up period of the post-mandibular growth peak stage.

Effect of Growth Temperature on the Luminescence Properties of InP/GaP Short-Period Superlattice Structures

  • Byun, Hye Ryoung;Ryu, Mee-Yi;Song, Jin Dong;Lee, Chang Lyul
    • Applied Science and Convergence Technology
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    • 제24권1호
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    • pp.22-26
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    • 2015
  • The optical properties of InP/GaP short-period superlattice (SPS) structures grown at various temperatures from $400^{\circ}C$ to $490^{\circ}C$ have been investigated by using temperature-dependent photoluminescence (PL) and emission wavelength-dependent time-resolved PL measurements. The PL peak energy for SPS samples decreases as the growth temperature increases. The decreased PL energy of ~10 meV for the sample grown at $425^{\circ}C$ compared to that for $400^{\circ}C$-grown sample is due to the CuPt-B type ordering, while the SPS samples grown at $460^{\circ}C$ and $490^{\circ}C$ exhibit the significant reduction of the PL peak energies due to the combined effects of the formation of lateral composition modulation (LCM) and CuPt-B type ordering. The SPS samples with LCM structure show the enhanced carrier lifetime due to the spatial separation of carriers. This study represents that the bandgap energy of InP/GaP SPS structures can be controlled by varying growth temperature, leading to LCM formation and CuPt-B type ordering.

첨두수질농도를 이용한 비점오염원 관리방안 연구 (A study on the Management of Non-point Source Using Peak Water Quality Concentration)

  • 갈병석;박재범;권헌각;임태효;이지호
    • 한국습지학회지
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    • 제19권3호
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    • pp.287-295
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    • 2017
  • 본 연구에서는 금호강의 수질 및 유량 자료를 이용하여 첨두수질에 따른 강우유출 특성을 분석하고 모니터링 및 오염원별 관리 시기 등의 비점오염 관리 방향을 도출하였다. 첨두수질농도(Peak Water Quality Concentration)는 강우유출수내 수질이 가장 높은 농도로 비점오염 관리 기준농도로 극값(Extremal value)을 활용하는 개념이다. 이 방법을 이용하여 누적강수량(총강수량), 첨두수질농도, 첨두수질농도까지의 누적강수량, 첨두수질농도까지의 시간, 첨두수질농도까지의 EMC 등의 평가인자를 검토하였고 장기간에 걸친 실측자료를 이용하여 비점오염원 강우유출특성을 분석하였다. 분석 결과를 통해 비점오염원을 관리하기 위한 적정 모니터링 및 관리방안을 제시하였다.

소맥겹의 Glutamine Synthetase 활성도에 관한 연구 I. 엽위별 GS활성도의 차이 및 출수후 "V"자형 변화현상 (Studies on the Activity of Glutamine Synthetase(GSA) in Wheat Leaves I. Variation of GSA by Different Leaf Position and its Depression Phenomenon after Inflorescence Emerged)

  • 손상목
    • 한국작물학회지
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    • 제34권1호
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    • pp.98-105
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    • 1989
  • 소맥생육기간중의 GS활성도의 경시적 변이진상을 알고저 소맥품종 Kolibri의 시비수준별, 엽위별 활성도를 분석한 결과, 1. 각엽에 있어서 생체종 1g당 GS활성도는 엽분화 초기에 극히 낮으나 엽의 전개, 신장에 따라 수배까지 증가하며 엽의 노화 진전과 더불어 하락하였다. 2. 생체종 1g당 GS활성도는 엽의 분화초기를 제외하면 아래로부터 상위엽 차순으로 높았으며, 최고의 활성도는 지엽에서 나타났다. 3. 최상위 2개엽은 최하위엽(제 1-4엽)보다 활성도와 활성 peak가 전 처리구에서 모두 2-3배 높았다. 4. 생체종 1g당 GS활성도는 제 1-4엽에서 1회의 활성 peak를 보인 반면 제6-지엽에서는 2회의 peak를 나타냈다. 5. GS활성도는 출tnrlRK지 증가하여 첫 번째 활성 peak에 이르고 그 이후 개화후 7일의 유숙기까지 급락하였다가 다시 증가하여 개화후 22일인 호숙기에 두 번찌 peak에 이르는 V자형 함몰현상을 나타냈다.

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