• Title/Summary/Keyword: 정형해석

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Concept-based Translation System in the Korean Spoken Language Translation System (한국어 대화체 음성언어 번역시스템에서의 개념기반 번역시스템)

  • Choi, Un-Cheon;Han, Nam-Yong;Kim, Jae-Hoon
    • The Transactions of the Korea Information Processing Society
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    • v.4 no.8
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    • pp.2025-2037
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    • 1997
  • The concept-based translation system, which is a part of the Korean spoken language translation system, translates spoken utterances from Korean speech recognizer into one of English, Japanese and Korean in a travel planning task. Our system regulates semantic rather than the syntactic category in order to process the spontaneous speech which tends to be regarded as the one ungrammatical and subject to recognition errors. Utterances are parsed into concept structures, and the generation module produces the sentence of the specified target language. We have developed a token-separator using base-words and an automobile grammar corrector for Korean processing. We have also developed postprocessors for each target language in order to improve the readability of the generation results.

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A Study on the Elastic Plastic Fracture Analysis for Carbon Steel with a Fatigue Crack (탄소강의 피로균열에 대한 탄소성파괴 해석에 관한 연구)

  • Lee, Jong-Hyung;Jeong, Hyung-Sik;Yoo, Duck-Sang;Kim, Young-Moon
    • Journal of the Korean Society of Industry Convergence
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    • v.9 no.2
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    • pp.117-122
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    • 2006
  • This paper is to provide some of the analysis procedures of the FAD(Failure Assessment Diagram), which is applied th the safety test of the atomic pressure vessels and other structures. Harrison proposed R-6 Diagram, and Bloom developed the method of DPFAD(Deformation Plasticty Failure Assessment Diagram). Analysis of J-integration of the plastic materials give the failure test curve for the materials with serious work hardening effect. J value was obtained form both FEM(Finite Element Mothod) and the experiment using compact type specimen for J=JIC, and the results were compared. In this study, the results of analysis using DPFAD and the factors affecting DPFAD in Static fatigue and fracture were reviewed. It was shown that the concept of DPFAD can be applied to test the safety of the structures.

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Velocity Considered Sectional Porosity Equivalent Model (VSPE) of Filters for CFD Analysis of Breakaway Devices (수소 브레이크어웨이 디바이스 유동해석을 위한 필터의 구간별 다공성 등가 모델 제시)

  • Son, Seong-Jae;An, Su-Jin;Song, Tae-Hoon;Joe, Choong-Hee;Park, Sang-Hu
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.18 no.8
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    • pp.82-90
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    • 2019
  • We propose an equivalent model of a sintered metal mesh filter calculated by Ergun's equation and polynomial regression for the CFD analysis of breakaway devices at a hydrogen fueling station. CFD analysis of filters that cause high pressure loss is essential because breakaway devices in high-pressure hydrogen conditions require low pressure loss. A differential pressure experiment with a filter was performed in a low-pressure air condition considering similarities. An equivalent model was developed by deriving the resistance value by the polynomial regression using the experimental results. The results of CFD analysis using the equivalent model show that there was almost no error in the operating condition of the breakaway device compared to the experimental results. Through this work, we believe that the proposed equivalent model of a filter can be applied to the analysis of breakaway devices in hydrogen fueling stations. We will study how to optimize the shape and position of the filter in breakaway devices using the developed equivalent model.

A Study on Construction Sequence Optimization and Structural Analysis in consideration of Structural Concept of Hanging Structure based on the Applied Case (적용사례 중심의 매달린 구조물의 구조적 특성을 고려한 시공순서 최적화 및 시공단계별 구조해석 연구)

  • Park, Yong-Hyeon;Kim, Jong-Soo;Ju, Young-Kyu
    • Journal of the Architectural Institute of Korea Structure & Construction
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    • v.35 no.7
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    • pp.147-156
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    • 2019
  • The purpose of this study is to consider structural issues and analyze construction sequences when constructing hanging floors supported by Mega truss. Since suspended structures were supported by the Mega truss, vertical load on suspended structures was needed to transfer from low to high. Deflection management of structures was the primary point under construction. The results of this study were as follows; The steel structures, which has relatively lighter self-weight, were constructed upwards after the base floor steel truss erection. Concrete Placing, which has relatively heavier self-weight, were performed in two phases to minimize structure's deflection. Slab was placed downwards from the top floor to lower floor whereas column was places upwards. Deflection measurements were carried out at every construction sequences.

Inference Interpretation of Job Data using Ontology (온톨로지를 이용한 일자리 데이터의 추론 해석)

  • Kim, Kwangje;Kim, Jeong Ho
    • Journal of Platform Technology
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    • v.10 no.3
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    • pp.69-78
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    • 2022
  • Job offer and job search data related to employment are in the form of highly-unstructured texts that occur in real-time, NCS duty, learning modules, and job dictionaries. Job announcements and training information have a high data value amid changes in industrial technology, such as the Fourth Industrial Evolution. This study developed a job data dictionary by defining relevant data to intuitively understand and harness information on job offers and job searches. This study also designed, constructed, and evaluated a data map based on ontology to enable linking and inferring data about public announcement-job-training. Through this, it was found that the inference function centered on work ability enables QoS support that can satisfy users by minimizing mismatch between consumers and optimizing the data dictionary.

Non-linear Finite Element Analysis and Performance Evaluations of Frames Strengthened by Non-uniform Concrete Brace Facade (비정형 콘크리트 가새 파사드 보강 골조의 비선형 유한요소 해석 및 성능평가)

  • Lee, Sun-Ju;Kim, Hyo-Ju;Cho, Chang-Geun
    • Journal of Korean Association for Spatial Structures
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    • v.24 no.1
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    • pp.73-80
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    • 2024
  • Non-uniform reinforced concrete brace facade systems are newly considered to improve seismic performance of reinforced concrete frame buildings under lateral load. For normal and high strength concrete of 30MPa, 80MPa, and 120MPa, the cross-sections of reinforced concrete brace facade systems were designed as different size with same amount of reinforcements. The strengthened frame systems were analyzed by a non-linear two-dimensional finite element technique which was considering material non-linearities of concrete and reinforcing bars under monotonic and cyclic loadings. From the study of non-linear analysis of the systems, therefore, it was provided that the proposed braced facade systems were reliable to improve laterally load-carrying capacity and minimize damages of concrete members through comparisons of load-displacement curves, crack patterns, and stress distributions of reinforcing bars predicted by current non-linear finite element analysis of frame specimens.

Development of PCB board vision inspection system using image recognition based on deep learning (딥러닝 영상인식을 이용한 PCB 기판 비전 검사 시스템 개발)

  • Chang-hoon Lee;Min-sung Lee;Jeong-min Sim;Dong-won Kang;Tae-jin Yun
    • Proceedings of the Korean Society of Computer Information Conference
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    • 2024.01a
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    • pp.289-290
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    • 2024
  • PCB(Printed circuit board)생산시에 중요한 역할을 담당하는 비전검사 시스템의 성능은 지속적으로 발전해왔다. 기존 머신 비전 검사 시스템은 이미지가 불규칙하고 비정형일 경우 해석이 어렵고 전문가의 경험에 의존한다. 그리고 비전검사 시스템 개발 당시의 기준과 다른 불량이 발생한다면 검출이 불가능 하거나 정확도가 낮게 나온다. 본 논문에서는 이를 개선하고자 딥러닝 영상인식을 이용한 PCB 기판 비전 검사 시스템을 구현하였다. 딥러닝 영상인식 알고리즘은 YOLOv4를 이용하고, 워핑(warping)과 시킨 PCB 이미지를 학습하여 비전검사 시스템을 구성하였다. 딥러닝 영상인식 기술의 처리 속도를 보완하고자 QR코드로 PCB 기판 종류를 인식하고, 해당 PCB 부품의 미삽은 정답 이미지 바운딩 박스 좌표와 비교하여 불량품을 발견하면 표시해준다. 기판의 부품 인식을 위해 기판 데이터는 직접 촬영하여 수집하였다. 이를 활용하여 PCB 생산 공정에서 비전검사 시스템의 성능이 향상되었고,, 다양한 PCB를 생산에 신속하게 대응할 수 있다.

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Comparison and Validation Study on Computational Fluid Dynamics and Wind Tunnel Test Results of Standard Dynamics Model (표준 동안정 모델의 전산유체해석 및 풍동시험 결과 비교검증)

  • Cho, Donghyurn;Kim, Seung Pil;An, Eunhye;Choi, Younseok;Roh, Jisoo;Chung, Hyoung Seog
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.45 no.3
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    • pp.217-225
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    • 2017
  • This research represents comparison and validation of static aerodynamic results in different wind tunnel organizations and EFD-CFD results. KAFA conducted wind tunnel tests with Standard Dynamics Model(SDM) which is based on the NRC model, the same configuration of KARI; and then compared and analyzed similarities and differences of the data from KARI and NRC results for verifying the accuracy of wind tunnel tests. Also, We compared the result of CFD with that of wind tunnel tests and examined strakes effect in static characteristics which are attached on the forward fuselage of SDM for investigating the cause of some discrepancies. From this analysis, there are some discrepancies in Cm tendency between EFD-CFD and it did not show the big difference of aerodynamic characteristics by strake effects. Thus, we need to research additionally for analyzing the different cause of some discrepancies such as vortex structures by the rear strut or intake of SDM and regenerating grid resolution of CFD.

Real-time Hybrid Testing a Building Structure Equipped with Full-scale MR dampers and Application of Semi-active Control Algorithms (대형 MR감쇠기가 설치된 건축구조물의 실시간 하이브리드 실험 및 준능동 알고리즘 적용)

  • Park, Eun-Churn;Lee, Sung-Kyung;Lee, Heon-Jae;Moon, Suk-Jun;Jung, Hyung-Jo;Min, Kyung-Won
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.21 no.5
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    • pp.465-474
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    • 2008
  • The real-time hybrid testing method(RT-HYTEM) is a structural testing technique in which the numerical integration of the equation of motion for a numerical substructure and the physical testing for an experimental substructure are performed simultaneously in real-time. This study presents the quantitative evaluation of the seismic performance of a building structure installed with an passive and semi-active MR damper by using RT-HYTEM. The building model that was identified from the force-vibration testing results of a real-scaled 5-story building is used as the numerical substructure, and an MR damper corresponding to an experimental substructure is physically tested by using the universal testing machine(UTM). The RT-HYTEM implemented in this study is validated because the real-time hybrid testing results obtained by application of sinusoidal and earthquake excitations and the corresponding analytical results obtained by using the Bouc-Wen model as the control force of the MR damper respect to input currents were in good agreement. Also for preliminary study, some semi-active control algorithms were applied to the MR damper in order to control the structural responses optimally. Comparing between the test results of semi-active control using RT-HYTEM and numerical analysis results show that the RT-HYTEM is more resonable than numerical analysis to evaluate the performance of semi-active control algorithms.

Hydrogeologic Structure derived from Electrical and CSMT Surveys in the Chojung Area (전기 및 CSMT 탐사를 이용한 초정지역의 수리지질 구조 해석)

  • Song Sung-Ho;Yong Hwan-Ho;Kim Jin-Ho;Song Seung-Yup;Chung Hyung-Jae
    • Geophysics and Geophysical Exploration
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    • v.5 no.2
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    • pp.118-125
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    • 2002
  • The hydrogeologic structure in the Chojung area was evaluated from a set of geological and geophysical investigations: detailed geological survey, vertical electric sounding (VES), borehole logging, and controlled-source magnetotelluric (CSMT) survey. Among these, CSMT soundings were taken for integrated interpretation to extend hydrogeologic structure with depth. The result of CSMT survey along with VES and borehole logging provides the vertical geologic boundary connected with hydrogeologic structure, and also indicates the depth of aquifer in granite basement. To interpret the geologic boundary and aquifer characteristics using CSMT data, we adopted the technique of 1-D inversion with smoothness-constrained method and 2-D continuous profiling with 1-D Bostick inversion and spatial filtering. The methodology tested and adopted in this study would be useful and required for providing a more information to the structure of fractured aquifer system.