• 제목/요약/키워드: peak picking

검색결과 33건 처리시간 0.022초

2. 4-Dichlorophenoxyacetic Acid 처리가 딸기의 생장반응 및 과실품질 향상에 미치는 영향 (Effects of 2. 4-Dichlorophenoxyacetic Acid on the Growth Response and Fruit Quality of Strawberry)

  • 강양순;양의석;정연태
    • 한국작물학회지
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    • 제32권3호
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    • pp.353-356
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    • 1987
  • 하우스 딸기 재배에 있어서 2, 4-D(아민감 40%)의 업면시용 효과를 알기 위하여 1 화방의 1번과 개화기(2월 11 일)에 10ppm 농도로 10 a당 120$\ell$를 처리하였던 결과, 1. 딸기는 엽병장 및 과경장이 길어지면서 상편생장을 하였고 잎과 과실로부터 에틸렌 생성이 증가되었다. 2 딸기는 에틸렌 생성 증가에 따른 수확최감기가 15일 정도 촉진되었고 과실비대로 1 과중이 증가되어 18 %의 증수 효과를 가져왔다.

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Comparison between Field Test and Numerical Analysis for a Jacket Platform in Bohai Bay, China

  • Yang He-Zhen;Park Han-Il;Choi Kyung-Sik;Li Hua-Jun
    • 한국해양공학회지
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    • 제20권2호
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    • pp.1-7
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    • 2006
  • This paper, presents a comparison between numerical analysis and field test on a real offshore platform in Bohai Bay, China. This platform is a steel jacket offshore platform with vertical piles. The field testing under wave-induced force and wind force etc. was conducted, in order to obtain the dynamic parameters of the structure, including the frequencies of the jacket platform, as well as the corresponding damping ratios and mode shapes. The natural excitation technology (NexT) combined with eigensystem realization algorithm (ERA) and the peak picking (PP) method in frequency domain are carried out for modal parameter indentification under operational conditions. The three-dimeansional finite element model (FEM) is constructed by ANSYS and analytical modal analysis is performed to generate modal parameters. The analytical results were compared with experimental results. A good agreement was achieved between the finite element and analysis and field test results. It is further demonstrated that the numerical and experimental modal analysis provide a comprehensive study on the dynamic properties of the jacket platform. According to the analysis results, the modal parameters identification under ambient excitation can calibrate finite element model of the jacket platform structures, or can be used for the structural health monitoring system.

뽕나무 내한성에 관한 연구 -특히 지조함유물질과 내한성과의 관계에 대하여- (Studies on Freezing Tolerance of Mulberry, Morus species -Relation between Freezing Tolerance and Some Substances in Mulberry Branches-)

  • 김호락
    • 한국잠사곤충학회지
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    • 제22권1호
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    • pp.7-25
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    • 1980
  • 본 연구는 뽕나무 품종별 그리고 추기수확시기 및 방법에 따르는 내한성의 정도와 내한성에 영향을 미치는 지조의 함유성분량과의 관계를 조사하여, 다음과 같은 결과를 얻었다. 1. 뽕나무 품종별 내한성은 용천추우, 자천 강원 3호 및 시평이 가장 강하였고, 노상, 개양서반, 유전 및 구상28호가 중간정도이었으며, 일지뢰, 모상, 구상21호 및 수원상3호가 가장 약한 품종에 속하였다. 2. 추기수확시기 및 방법과 잔엽부위에 따른 동아 50% 치사온도에 의한 내한성 검정결과는 포장에서의 선고장비율과 부의 상관관계(r=-0.5*)를 나타내었다. 뽕나무의 내한성 증대작용은 9월초부터 9월말까지 계속되며, 9월 중순에 그 정도가 가장 커서 이때의 적엽은 내한성을 약화시켰으며, 특히 전적엽 및 수확 후 기부잔엽을 내한성을 크게 약화시키었다. 그러나 적심 처리를 하면 내한성을 약화를 줄일 수 있었다. 3. 품종별 지조의 성분함량과 내한성과의 관계를 보면 조단백질 및 수용성 단백질함량은 부의 상관관계(r=-0.70*)이었으나, 이들에 대한 전탄수화물의 함량비에서는 정의 상관관계(각각 r=0.31 및 r=0.71*)이었으며, 당 및 RNA 함량과도 높은 정의 상관관계(각각 r=0.67* 및 r=0.99**)가 인정되었다. 그러나 건물률, 지방. 전탄수화물함량 및 DNA함량과는 무관하였다. 4. 뽕나무 지조에는 동기에 raffinose, lactose, sucrose, glucose, fructose. arabinose, xylose, ribose (추정) rhamnose등 9종의 당류가 동정되었다. 이들 당류는 내한성과 깊을 관련을 갖는데, 특히 당의 대부분을 차지하는 sucrose, glucose 및 fructose의 함량차가 크게 영향 하였다. 5. 추기수확시기에 따라서는 9월 12일 전적엽구의 지조내 RNA함량의 심한 감소를 제외하고는 고 시기가 늦어지는데 따라서 그 함량이 증가하였다. 수확방법에 따라서는 전반적으로 수확을 하게 되면 RNA함량이 감소되었으나 적심잔엽을 하면 그 감소를 줄일 수 있었다. 수확 후 잔엽부위별로 보면 중상부의 잔엽은 지조내 RNA함량을 증가시켰고, 상부의 말숙엽과 하부의 노령 옆을 잔엽하면 그 함량이 감소되었다. 수확방법에 따른 RNA함량과 내한성과는 꼭 일치하지는 않았으나, 정의 상관관계가 인정되었다.(r=0.51*).

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El-centro 지진파형을 이용한 CAFB의 최적화 및 교량 지진응답실험에 관한 연구 (A Study on the Optimization and Bridge Seismic Response Test of CAFB Using El-centro Seismic Waveforms)

  • 허광희;이진옥;서상구;박진용;전준용
    • 한국지진공학회논문집
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    • 제24권2호
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    • pp.67-76
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    • 2020
  • This study aims to optimize the cochlea-inspired artificial filter bank (CAFB) using El-Centro seismic waveforms and test its performance through a shaking table test on a two-span bridge model. In the process of optimizing the CAFB, El-Centro seismic waveforms were used for the purpose of evaluating how they would affect the optimizing process. Next, the optimized CAFB was embedded in the developed wireless-based intelligent data acquisition (IDAQ) system to enable response measurement in real-time. For its performance evaluation to obtain a seismic response in real-time using the optimized CAFB, a two-span bridge (model structures) was installed in a large shaking table, and a seismic response experiment was carried out on it with El-Centro seismic waveforms. The CAFB optimized in this experiment was able to obtain the seismic response in real-time by compressing it using the embedded wireless-based IDAQ system while the obtained compressed signals were compared with the original signal (un-compressed signal). The results of the experiment showed that the compressed signals were superior to the raw signal in response performance, as well as in data compression effect. They also proved that the CAFB was able to compress response signals effectively in real-time even under seismic conditions. Therefore, this paper established that the CAFB optimized by being embedded in the wireless-based IDAQ system was an economical and efficient data compression sensing technology for measuring and monitoring the seismic response in real-time from structures based on the wireless sensor networks (WSNs).

구조 건전도 모니터링을 위한 대역통과필터 기반 인공필터뱅크 (Band-pass Filter based Artificial Filter Bank for Structural Health Monitoring)

  • 허광희;전준용;전승곤
    • 한국소음진동공학회논문집
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    • 제25권12호
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    • pp.843-855
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    • 2015
  • This study developed a band-pass filter based artificial filter bank(BAFB) based on that in order to efficiently obtain the significant dynamic responses. The BAFB was then optimized about the El-centro earthquake wave which was often used in the construction research, and the software implementation of BAFB was finally embedded in the wireless unified management system(WiUMS). For the evaluation of the developed BAFB, a real time dynamic response experiment was performed on a cable-stayed bridge model, and the response of the cable-stayed bridge model was measured using both the traditional wired system and the developed BAFB-based WiUMS. The experiment results showed that the compressed dynamic response acquired by the BAFB-based WiUMS matched significantly with that of the traditional wired system while still carrying sufficient modal information of the cable-stayed bridge. Finally, the developed BAFB was able to reconstruct or re-sample the dynamic response wholly from the compressed response signal, and it can be applied as a new kind of measurement system for a wireless sensor networks based structural health monitoring system that secures both economy and efficiency.

Mechanical behavior of steel-concrete composite decks with perfobond shear connectors

  • Allahyari, Hamed;Dehestani, Mehdi;Beygi, Morteza H.A.;Neya, Bahram Navayi;Rahmani, Ebrahim
    • Steel and Composite Structures
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    • 제17권3호
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    • pp.339-358
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    • 2014
  • Exodermic deck systems are new composite steel grid deck systems which have been used in various projects during the past decade. One of the eminent features of this system is considerable reduction in the structure weight compared to the ordinary reinforced concrete decks and also reduction in construction time by using precast Exodermic decks. In this study, dynamic properties of the Exodermic deck bridges with alternative perfobond shear connectors are investigated experimentally. In order to evaluate the dynamic properties of the decks, peak picking and Nyquist circle fit methods are employed. Frequencies obtained experimentally are in good agreement with the results of the finite-element solution, and the experimental results show that the first mode is the most effective mode among the obtained modes. The first four modes are the rigid translational motion modes, and the next two modes seem to be rigid rotational motion modes around a horizontal axis. From the 7th mode onwards, modes are flexible. The range of damping ratios is about 0.5%. Furthermore, the static behavior of the Exodermic decks under a static load applied at the center of the decks was investigated. Failure of the decks under positive bending was punching-shear. The bending strength of the decks under negative bending was about 50 percent of their strength under positive bending. In addition, the weight of an Exodermic deck is about 40% of that of an equivalent reinforced concrete slab.

Evaluation of MALDI Biotyping for Rapid Subspecies Identification of Carbapenemase-Producing Bacteria via Protein Profiling

  • Somboro, Anou M.;Tiwari, Dileep;Shobo, Adeola;Bester, Linda A.;Kruger, Hendrik G.;Govender, Thavendran;Essack, Sabiha Y.
    • Mass Spectrometry Letters
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    • 제5권4호
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    • pp.110-114
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    • 2014
  • The method of direct mass spectrometry profiling is reliable and reproducible for the rapid identification of clinical isolates of bacteria and fungi. This is the first study evaluating the approach of MALDI-TOF mass spectrometry profiling for rapid identification of carbapenemase-resistant enterobacteriaceae (CRE). Proof of concept was achieved by the discrimination of CRE using MALDI Biotyper MS based on the protein. This profiling appears promising by the visual observation of consistent unique peaks, albeit low intensity, that could be picked up from the mean spectra (MSP) method. The Biotyper MSP creation and identification methods needed to be optimized to provide significantly improved differences in scores to allow for subspecies identification with and without carbapenemases. These spectra were subjected to visual peak picking and in all cases; there were pertinent differences in the presence or absence of potential biomarker peaks to differentiate isolates. We also evaluated this method for potential discrimination between different carbapenemases bacteria, utilizing the same strategy. Based on our data and pending further investigation in other CREs, MALDI-TOF MS has potential as a diagnostic tool for the rapid identification of even closely related carbapenemases but would require a paradigm shift in which Biotyper suppliers enable more flexible software control of mass spectral profiling methods.

이중 전송률(2.4/4.0 kbps)을 갖는 개선된 하모닉-CELP 음성부호화기 (Improved Harmonic-CELP Speech Coder with Dual Bit-Rates(2.4/4.0 kbps))

  • 김경민;윤성완;최용수;박영철;윤대희;강태익
    • 한국통신학회논문지
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    • 제28권3C호
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    • pp.239-247
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    • 2003
  • 본 논문에서는 기존에 제안한 바 있는 EHC(Efficient Harmonic-CELP) 부호화기에 기반한 이중 전송률(2.4/4.0 kbps)의 개선된 하모닉-CELP(Improved Harmonic-CELP: IHC) 음성 부호화기를 제안한다. 제안된 IHC는 유/무성음 판별에 따라 유성음에서는 하모닉 추정, 하모닉 양자화, 하모닉 합성 및 잡음 혼합을 통한 자연성 제어 등의 과정을 통해, 무성음에서는 고속 CELP 방식을 통해 음성신호를 부호화/복호화한다. 또한 제안된 IHC는 EHC의 유/무성음 판별과 하모닉 추정 성능을 개선한다. 피치 이득과 에너지 등을 이용한 유/무성음 판별은 프레임 내의 에너지 변화 등에 의해 재판별된다. 하모닉 부호화에서는 첨점 추출과 델타 조정 방법을 이용하여 정확한 하모닉 추정을 하고, 혼합하는 잡음의 대역과 양을 적절하게 조절하여 자연성을 제어한다. 제안된 IHC 부호화기에 성능평가 결과, 비교 부호화기인 HVXC 연산량의 약 40%이내의 연산량으로 우수한 음질을 보임을 확인하였다.

Experimental validation of a multi-level damage localization technique with distributed computation

  • Yan, Guirong;Guo, Weijun;Dyke, Shirley J.;Hackmann, Gregory;Lu, Chenyang
    • Smart Structures and Systems
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    • 제6권5_6호
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    • pp.561-578
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    • 2010
  • This study proposes a multi-level damage localization strategy to achieve an effective damage detection system for civil infrastructure systems based on wireless sensors. The proposed system is designed for use of distributed computation in a wireless sensor network (WSN). Modal identification is achieved using the frequency-domain decomposition (FDD) method and the peak-picking technique. The ASH (angle-between-string-and-horizon) and AS (axial strain) flexibility-based methods are employed for identifying and localizing damage. Fundamentally, the multi-level damage localization strategy does not activate all of the sensor nodes in the network at once. Instead, relatively few sensors are used to perform coarse-grained damage localization; if damage is detected, only those sensors in the potentially damaged regions are incrementally added to the network to perform finer-grained damage localization. In this way, many nodes are able to remain asleep for part or all of the multi-level interrogations, and thus the total energy cost is reduced considerably. In addition, a novel distributed computing strategy is also proposed to reduce the energy consumed in a sensor node, which distributes modal identification and damage detection tasks across a WSN and only allows small amount of useful intermediate results to be transmitted wirelessly. Computations are first performed on each leaf node independently, and the aggregated information is transmitted to one cluster head in each cluster. A second stage of computations are performed on each cluster head, and the identified operational deflection shapes and natural frequencies are transmitted to the base station of the WSN. The damage indicators are extracted at the base station. The proposed strategy yields a WSN-based SHM system which can effectively and automatically identify and localize damage, and is efficient in energy usage. The proposed strategy is validated using two illustrative numerical simulations and experimental validation is performed using a cantilevered beam.

운용모드해석에 기반한 사장교의 장단기 동특성 평가 (Evaluation of Short and Long-Term Modal Parameters of a Cable-Stayed Bridge Based on Operational Modal Analysis)

  • 박종칠
    • 한국구조물진단유지관리공학회 논문집
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    • 제26권4호
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    • pp.20-29
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    • 2022
  • 상시진동을 이용하여 구조계의 동특성을 추출하는 운용모드해석 기법은 케이블교량 구조건전성모니터링의 한 분야로써 다양한 연구와 실험적 검증이 수행되어왔다. 본 연구에서는 두 번에 걸친 상시진동실험과 함께 3년간의 장기 계측을 통해 수집된 가속도 데이터를 이용하여 공용 중인 사장교의 장단기 동특성을 평가하였다. 교량 준공 이후 6년과 19년이 경과한 시기에 실시한 고해상도 상시진동실험으로부터 0.1 ~ 2.5 Hz 대역에서 27개 수직모드(휨, 비틈)와 1개 수평모드를 추출하였다. 운용모드해석에 기반한 동특성 추출은 PP기법, ERADC기법, FDD기법, TDD기법을 적용하였으며, 적용한 기법들 간에 유의미한 차이가 없는 것을 확인하였다. 장기 계측 고유진동수와 환경 요인(온도, 바람)에 대한 상관성 분석으로부터 온도 변화가 고유진동수 변동에 지배적인 영향인자임을 확인하였다. 대상교량의 고유진동수 감소 경향은 구조성능과 일체성이 변한 것이 아니라 두 번의 상시진동실험 간 온도 차이에 의한 환경영향이 컸음을 밝혔다. 또한 TDD기법 적용 시, 지연이 0에서 자기상관이 1이 되도록 시퀀스를 정규화하는 알고리즘을 추가하여 모드형상 추출의 정확도를 개선하였다.