• 제목/요약/키워드: Time-Domain Analysis

검색결과 2,326건 처리시간 0.03초

Research on Developing a Conversational AI Callbot Solution for Medical Counselling

  • Won Ro LEE;Jeong Hyon CHOI;Min Soo KANG
    • 한국인공지능학회지
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    • 제11권4호
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    • pp.9-13
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    • 2023
  • In this study, we explored the potential of integrating interactive AI callbot technology into the medical consultation domain as part of a broader service development initiative. Aimed at enhancing patient satisfaction, the AI callbot was designed to efficiently address queries from hospitals' primary users, especially the elderly and those using phone services. By incorporating an AI-driven callbot into the hospital's customer service center, routine tasks such as appointment modifications and cancellations were efficiently managed by the AI Callbot Agent. On the other hand, tasks requiring more detailed attention or specialization were addressed by Human Agents, ensuring a balanced and collaborative approach. The deep learning model for voice recognition for this study was based on the Transformer model and fine-tuned to fit the medical field using a pre-trained model. Existing recording files were converted into learning data to perform SSL(self-supervised learning) Model was implemented. The ANN (Artificial neural network) neural network model was used to analyze voice signals and interpret them as text, and after actual application, the intent was enriched through reinforcement learning to continuously improve accuracy. In the case of TTS(Text To Speech), the Transformer model was applied to Text Analysis, Acoustic model, and Vocoder, and Google's Natural Language API was applied to recognize intent. As the research progresses, there are challenges to solve, such as interconnection issues between various EMR providers, problems with doctor's time slots, problems with two or more hospital appointments, and problems with patient use. However, there are specialized problems that are easy to make reservations. Implementation of the callbot service in hospitals appears to be applicable immediately.

모유지의 예서 해석 및 참고 의의 (Analysis and Reference Significance of Mo Youzhi's Letter)

  • 장국신
    • 문화기술의 융합
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    • 제10권2호
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    • pp.67-71
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    • 2024
  • 莫友芝(모유지)(1811-1871)는 청나라 말기의 저명한 학자, 시인, 서예가이다. 모유지는 일생 동안 경력이 풍부하고 시야가 넓으며 특히 증국 번 막부에 들어간 10년 동안 많은 정치, 문화 엘리트를 사귀었다. 모유지는 총명하고 부지런하며 학문에 열중했으며 당시 각계각층의 유명인들과 교유할 수 있는 기회가 있어 재능을 충분히 발휘했다. 청대에는 금석학이 전례 없이 번영했고, 서예에서는 비학(碑學)이 서단의 절대적인 주도가 되었으며, 전예서는 진한(汉漢) 이후 처음으로 크게 번영하였다. 시대에 순응한 모유지는 학문에 몰두하고 한묵을 돌보며 자신만의 서예의 길을 걷는것이 사실이다. 그의 글씨 중 전서, 예서, 해서, 행, 특히 전서 예서가 정교하다. 본 고는 예서를 바탕으로 전형적인 풍격과 비정형 형태을 각각 설명하고 예서와 다른 서체 간의 관계에 대해서도 간략하게 논의한다. 마지막으로 당대 예서 창작에 대한 예서의 참고 의의를 간략하게 요약하였다. 논술 과정에서 서예를 근거로 관련 문헌을 탐독하고 모유지의 인생 경험을 결합하여 객관적이게 진술하였다.

Development of a sequence-characterized amplified region (SCAR) marker for female off-season flowering detection in date palm (Phoenix dactylifera L.)

  • Lalita Kethirun;Puangpaka Umpunjun;Ngarmnij Chuenboonngarm;Unchera Viboonjun
    • Journal of Plant Biotechnology
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    • 제50권
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    • pp.190-199
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    • 2023
  • Date palm (Phoenix dactylifera L.: Arecaceae) is a dioecious species where only female trees bear fruits. In their natural state, date palms produce dates once a year. However, in Thailand, some trees were observed to produce dates during the off-season, despite no variations in morphology. The availability of such off-season fruits can significantly increase their market value. Interestingly, most female off-season date palms investigated in this study were obtained through micropropagation. Hence, there is an urgent need for genetic markers to distinguish female offseason flowering plantlets within tissue culture systems. In this study, we aimed to develop random amplification of polymorphic DNA-sequence characterized amplified region (RAPD-SCAR) markers for the identification of female off-season flowering date palms cultivated in Thailand. A total of 160 random decamer primers were employed to screen for specific RAPD markers in off-season flowering male and female populations. Out of these, only one primer, OPN-02, generated distinct genomic DNA patterns in female off-season flowering (FOFdp) individuals compared to female seasonal flowering genotypes. Based on the RAPD-specific sequence, specific SCAR primers denoted as FOFdpF and FOFdpR were developed. These SCAR primers amplified a single 517-bp DNA fragment, predominantly found in off-season flowering populations, with an accuracy rate of 60%. These findings underscore the potential of SCAR marker technology for tracking offseason flowering in date palms. Notably, a BLAST analysis revealed a substantial similarity between the SCAR marker sequence and the transcript variant mRNA from Phoenix dactylifera encoding the SET DOMAIN GROUP 40 protein. In Arabidopsis, this protein is involved in the epigenetic regulation of flowering time. The genetic potential of the off-season flowering traits warrants further elucidation.

Real-time 14N NQR-based sodium nitrite analysis in a noisy field

  • Mohammad Saleh Sharifi;Ho Seung Song;Hossein Afarideh;Mitra Ghergherehchi;Mehdi Simiari
    • Nuclear Engineering and Technology
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    • 제55권12호
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    • pp.4570-4575
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    • 2023
  • Noise and Radio-frequency interference or RFI causes a significant restriction on the Free induction Decay or FID signal detection of the Nuclear Quadrupole Resonance procedure. Therefore, using this method in non-isolated environments such as industry and ports requires extraordinary measures. For this purpose, noise reduction algorithms and increasing signal-to-noise-and-interference ratio or SNIR have been used. In this research, sodium nitrite has been used as a sample and algorithms have been tested in a non-isolated environment. The resonant frequencies for the 150 g of test sample were measured at 303 K at about 1 MHz and 3.4 MHz. The main novelty in this study was, (1) using two types of antennas in the receiver to improve adaptive noise and interference cancellation, (2) using a separate helical antenna in the transmitter to eliminate the duplexer, (3) estimating the noise before sending the pulse to calculate the weighting factors and reduce the noise by adaptive noise cancellation, (3) reject the interference by blanking algorithm, (4) pulse integration in the frequency domain to increase the SNR, and (5) increasing the detection speed by new pulse integration technique. By interference rejection and noise cancellation, the SNIR is improved to 9.24 dB at 1 MHz and to 7.28 dB at 3.4 MHz, and by pulse integration 44.8 dB FID signal amplification is achieved, and the FID signals are detected at 1.057 MHz and 3.402 MHz at room temperature.

Characterization of the wind-induced response of a 356 m high guyed mast based on field measurements

  • Zhe Wang;Muguang Liu;Lei Qiao;Hongyan Luo;Chunsheng Zhang;Zhuangning Xie
    • Wind and Structures
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    • 제38권3호
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    • pp.215-229
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    • 2024
  • Guyed mast structures exhibit characteristics such as high flexibility, low mass, small damping ratio, and large aspect ratio, leading to a complex wind-induced vibration response mechanism. This study analyzed the time- and frequency-domain characteristics of the wind-induced response of a guyed mast structure using measured acceleration response data obtained from the Shenzhen Meteorological Gradient Tower (SZMGT). Firstly, 734 sets of 1-hour acceleration samples measured from 0:00 October 1, 2021, to 0:00 November 1, 2021, were selected to study the vibration shapes of the mast and the characteristics of the generalized extreme value (GEV) distribution. Secondly, six sets of typical samples with different vibration intensities were further selected to explore the Gaussian property and modal parameter characteristics of the mast. Finally, the modal parameters of the SZMGT are identified and the identification results are verified by finite element analysis. The findings revealed that the guyed mast vibration shape exhibits remarkable diversity, which increases nonlinearly along the height in most cases and reaches a maximum at the top of the tower. Moreover, the GEV distribution characteristics of the 734 sets of samples are closer to the Weibull distribution. The probability distribution of the structural wind vibration response under strong wind is in good agreement with the Gaussian distribution. The structural response of the mast under wind loading exhibits multiple modes. As the structural response escalates, the first three orders of modal energy in the tower display a gradual increase in proportion.

스마트 건설안전 기술 도입 촉진을 위한 제도적⋅기술적 개선 방안에 관한 연구 (Institutional and Technical Improvement Measures to Facilitate the Use of Smart Construction Safety Technology)

  • 정재현;박상일;심형택;김유희
    • 한국안전학회지
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    • 제39권1호
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    • pp.41-54
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    • 2024
  • Efforts to reduce on-site safety incidents have expanded, leading to active research in this domain. However, a systematic analysis to improve the utility of technology is lacking. In this study, we conducted a survey on the various institutional and technical improvement measures to promote the application of smart construction safety technology over three years after the implementation of the "Smart Safety Equipment Support Project." The results showed that financial constraint was the primary obstacle in the adoption of this innovation. Fostering a flexible environment in the utilization of management fees and financial support of projects was determined to aid in the extensive application of the technology. Ensuring cost efficiency and user-friendliness were principally necessary for technical enhancements in the smart construction safety technology. Technologies, such as VR/AR safety education, real-time location tracking, wearable devices, and innovation on streamlining safety-related work efficiency, had been anticipated to contribute to on-site safety. Operating a smart safety control center was expected to be beneficial in the systematic securing of data and reduction of safety blind spots. Effective methods had been suggested to overcome the barriers that hindered the development and application of smart construction safety technology. This study facilitates in the technological improvements in this field.

지반-말뚝 시스템에 대한 3차원 동적 수치 모델링 기법 개발 (Development of 3D Dynamic Numerical Simulation Method on a Soil-Pile System)

  • 김성환;나선홍;한진태;김성렬;선창국;김명모
    • 한국지반공학회논문집
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    • 제27권5호
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    • pp.85-92
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    • 2011
  • 말뚝의 동적 거동은 지반-말뚝의 동적상호작용, 지반의 비선형성, 지반-말뚝 시스템의 공진 현상 등 많은 요소가 상호 작용을 하므로 매우 복잡하다. 그러므로, 말뚝의 동적 거동을 수치해석으로 정확히 모사하려면 많은 노력과 시간이 필요하다. 본 연구에서는 기존의 범용 수치해석 프로그램인 FLAC 3D를 활용하면서도 해석시간을 크게 감소 시킬 수 있는 새로운 모델링 기법을 개발하였다. 본 기법은 전체 해석 영역을 근역 지반과 원역 지반으로 나누고 지반-말뚝 동적상호작용에 영향을 받지 않는 원역 지반을 요소망으로 모델링하는 대신 원역 지반의 지반 운동 시간이력을 근역 지반의 경계 조건에 입력 하중으로 적용하는 기법이다. 이 수치 모델링에서 지진파의 강도가 클 때 일어나는 지반의 비선형 거동을 모사하기 위하여 이력 감쇠 모델을 이용하여 접선 탄성 계수를 전단 변형률의 함수 값으로 입력하였으며, 지반과 말뚝 사이의 분리 현상을 모사하기 위하여 지반-말뚝 경계 요소를 도입하였다. 이 방법은 기존의 방법과 비교하여 해석 결과의 정확성을 유지하면서 해석 시간을 1/3로 감소시켰다. 제안된 수치해석 방법으로 예측한 1g 진동대 모형 실험의 원형 거동은 원형으로 환산한 모형 실험 결과와 유사하게 나타났다.

시간영역 광전자파 분석기(Automatic TDR System)를 이용한 오염물질의 거동에 관한 연구: 실험방법 및 검정 (Application of an Automated Time Domain Reflectometry to Solute Transport Study at Field Scale: Experimental Methodology and Calibration of TDR)

  • 김동주
    • 자원환경지질
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    • 제29권6호
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    • pp.699-712
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    • 1996
  • 자동 TDR 시스템을 이용하여 약 0.54 헥타 크기의 2개 현장에서 오염물질의 거동을 모니터링하였다. 오염물질의 수직적 플륨을 관측하기 위하여 추적자로서 $CaCl_2$를 순간주입(Pulse)방식으로 투입하였으며 오염물질 이동시간의 공간적 이질성과 현장규모의 운송모델 개념을 파악하기 위하여 횡방향으로 24개 지점과 5개의 다른 깊이, 즉 120개 지점에 50 cm 길이의 TDR 탐사침을 설치하여 잔존수 농도를 측정하였다. TDR에 의해 관측된 전기전도도를 검정하기 위하여 3가지의 다른 방법을 사용하였다. 깊이별 24개 지점에서 얻어진 평균 BTC 자료를 이용하여 CDE 모델과 CLT 모델의 파라미터를 추정한 결과 TDR 방법은 실내실험 뿐만아니라 현장에서의 오염물질 거동 분석에 유용하다는 결론을 얻었다. 또한 3가지 검정방법은 BTC 모양과 특히 오염물질의 첨두운송시간과 관련된 파라미터에 큰 영향을 미치지 않으며 사용된 검정방법 중 SLM 방법이 수평적으로 설치된 TDR 탐사침에 대해서 가장 적합한 것으로 나타났다.

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2방향 지표면 속도계를 활용한 SPT-업홀 기법 개선 연구 (Modification of SPT-Uphole Method using Two Component Surface Geophones)

  • 방은석;김종태;김동수
    • 대한토목학회논문집
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    • 제26권2C호
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    • pp.109-120
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    • 2006
  • SPT-업홀 기법은 표준관입시험시 발생하는 지중의 타격 에너지를 가진원으로 이용하고 지표면에 설치된 감지기로 신호를 획득, 지반의 전단파 속도 주상도를 도출하는 기법이다. 기존의 SPT-업홀 기법은 수직 성분의 지표면 속도계만을 이용하였으므로 SPT(Standard Penetration Test) 가진의 특성상 발생하는 압축파 성분 등의 간섭 및 가진 방향과 감진 방향의 불일치 문제 등으로 인하여 전단파 성분의 도달시간 정보를 정확히 획득하는데 어려움이 있었다. 그리하여 본 논문에서는 이러한 문제점을 개선하고자 SPT 가진에 의한 지표면에서의 입자 운동을 수치해석을 통하여 고찰하였으며 신뢰성 있는 도달시간 정보 획득을 위한 비교 연구를 수행하였다. 비교 연구 결과 SPT-업홀 기법에서 도달시간 정보 획득 방법은 수직 성분과 방사 방향의 수평 성분인 2방향 성분을 동시에 활용하여 전단파 성분의 도달을 명확히 하고 그 전단파 성분의 첫 극대점을 이용하는 방안이 가장 합리적인 것으로 판단되었다. 최종적으로 실제 현장에서 2방향 지표면 속도계를 이용하여 개선된 SPT-업홀 기법을 수행하였으며 2방향 감지기 사용의 타당성에 대해 검증하였다.

Forced vibrations of an elastic rectangular plate supported by a unilateral two-parameter foundation via the Chebyshev polynomials expansion

  • Zekai Celep;Zeki Ozcan
    • Structural Engineering and Mechanics
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    • 제90권6호
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    • pp.551-568
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    • 2024
  • The present study deals with static and dynamic behaviors including forced vibrations of an elastic rectangular nano plate on the two-parameter foundation. Firstly, the rectangular plate is assumed to be subjected to uniformly distributed and eccentrically applied concentrated loads. The governing equations of the problem are derived by considering the dynamic response of the plate, employing a series of the Chebyshev polynomials for the displacement function and applying the Galerkin method. Then, effects of the non-essential boundary conditions of the plate, i.e., the boundary conditions related to the shearing forces, the bending moments and the corner forces, are included in the governing equation of motion to compensate for the non-satisfied boundary conditions and increase the accuracy of the Galerkin method. The approximate numerical solution is accomplished using an iterative process due to the non-linearity of the unilateral property of the two-parameter foundation. The plate under static concentrated load is investigated in detail numerically by considering a wide range of parameters of the plate and the foundation stiffnesses. Numerical treatment of the problem in the time domain is carried out by assuming a stepwise variation of the concentrated load and the linear acceleration procedure is employed in the solution of the system of governing differential equations derived from the equation of motion. Time variations of the contact region and those of the displacements of the plate are presented in the figures for various numbers of the two-parameter of the foundation, as well as the classical and nano parameters of the plate particularly focusing on the non-linearity of the problem due to the plate lift-off from the unilateral foundation. The effects of classical and nonlocal parameters and loading are investigated in detail. Definition of the separation between the plate and the two-parameter foundation is presented and applied to the given problem. The effect of the lift-off on the static and dynamic behavior of the rectangular plate is studied in detail by considering various loading conditions. The numerical study shows that the effect of nonlocal parameters on the behavior of the plate becomes significant, when nonlinearity becomes more profound, due to the lift-off of the plate. It is seen that the size effects are significant in static and dynamic analysis of nano-scaled rectangular plates and need to be included in the mechanical analyses. Furthermore, the corner displacement of the plate is affected more significantly from the lift-off, whereas it is less marked in the time variation of the middle displacement of the plate. Several numerical examples are presented to examine the sensibility of various parameters associated with nonlocal parameters of the plate and foundation. Both stiffening and softening nonlocal parameters behavior of the plate are identified in the numerical solutions which show that increasing the foundation stiffness decreases the extent of the contact region, whereas the stiffness of the shear layer increases the contact region and reduces the foundation settlement considerably.