• 제목/요약/키워드: TransCAD

검색결과 8건 처리시간 0.021초

오토메이션 API를 사용한 설계 이력 기반 파라메트릭 CAD 모델 번역기의 통합 (Integration of History-based Parametric CAD Model Translators Using Automation API)

  • 김병철;한순흥
    • 한국CDE학회논문집
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    • 제11권3호
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    • pp.164-171
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    • 2006
  • As collaborative design and configuration design are of increasing importance in product development, it becomes essential to exchange the feature and parametric CAD models among participants. A history-based parametric method has been proposed and implemented. But each translator which exchanges the feature and parametric information tends to be heavy because to implement duplicated functions such as the identification of the selected geometries, mapping between features which have different attributes. Furthermore. because the history-based parametric translator uses the procedural model as the neutral format, which is the XML macro file, the history-based parametric translators need a geometric modeling kernel to generate an internal explicit geometric model. To ease the problem, we implemented a shared integration platform, the TransCAD. The TransCAD separates translators from the XML macro files. The translators for various CAD systems need to communicate with only the TransCAD. To support the communication with the TransCAD, we exposed the functions of the TransCAD by using the Automation APIs, which is developed by Microsoft. The Automation APIs of the TransCAD consist of the part modeling functions, the data extraction functions, and the utility functions. Each translator uses these functions to translate a parametric CAD model from the sending CAD system into the XML format, or from the in format into the model of the receiving CAD system This paper introduces what the TransCAD is and how it works for the exchange of the feature and parametric models.

도로네트워크 기능 및 연결성을 고려한 긴급대피교통로 선정 (Determination of Emergency Evacuation Roads Considering Road Network Function and Connectivity)

  • 노윤승;도명식
    • 한국ITS학회 논문지
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    • 제13권6호
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    • pp.34-42
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    • 2014
  • 본 연구에서는 교통방재대책 수립을 위한 기초 연구로써 세종특별자치시를 대상으로 도로네트워크의 기능 및 네트워크 연결성을 고려한 긴급대피교통로 선정방법을 제시하는 것을 목적으로 한다. 먼저 대상지역의 GIS자료를 이용한 연결정도 중심성 및 근접 중심성 지표를 통해 도로네트워크의 기능적 측면에서 분석 하였다. 그리고 TranCAD 프로그램을 활용하여 재난 발생 시 통행배정단계에서의 도로 이용자 패턴 및 통행시간 변화를 분석하여 네트워크의 연결성이 저하될 경우 각 도로가 전체 네트워크에 미치는 영향력을 분석하였다. 최종 긴급대피교통로 선정을 위해 각 지표에 대한 군집분석을 수행하였으며 군집별 특성에 따라 1차, 2차 긴급대피교통로가 최종적으로 선정되었다. 본 연구의 결과는 예측 불가능한 재난이 발생하였을 경우 2차 피해를 줄일 수 있는 의사결정에 도움이 될 것으로 기대된다.

Implementation of persistent identification of topological entities based on macro-parametrics approach

  • Farjana, Shahjadi Hisan;Han, Soonhung;Mun, Duhwan
    • Journal of Computational Design and Engineering
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    • 제3권2호
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    • pp.161-177
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    • 2016
  • In history based parametric CAD modeling systems, persistent identification of the topological entities after design modification is mandatory to keep the design intent by recording model creation history and modification history. Persistent identification of geometric and topological entities is necessary in the product design phase as well as in the re-evaluation stage. For the identification, entities should be named first according to the methodology which will be applicable for all the entities unconditionally. After successive feature operations on a part body, topology based persistent identification mechanism generates ambiguity problem that usually stems from topology splitting and topology merging. Solving the ambiguity problem needs a complex method which is a combination of topology and geometry. Topology is used to assign the basic name to the entities. And geometry is used for the ambiguity solving between the entities. In the macro parametrics approach of iCAD lab of KAIST a topology based persistent identification mechanism is applied which will solve the ambiguity problem arising from topology splitting and also in case of topology merging. Here, a method is proposed where no geometry comparison is necessary for topology merging. The present research is focused on the enhancement of the persistent identification schema for the support of ambiguity problem especially of topology splitting problem and topology merging problem. It also focused on basic naming of pattern features.

개 아토피 피부염에서 3종 프로바이오틱스 복합제의 임상 효능 평가 (Clinical efficacy of L. plantarum, L. reuteri, and Ped. acidilactici probiotic combination in canine atopic dermatitis)

  • 정혜강;김재훈;박제성;김연희;손민;박철
    • 한국동물위생학회지
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    • 제47권1호
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    • pp.19-26
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    • 2024
  • Canine atopic dermatitis (CAD) is an inflammatory and pruritic skin disease with a genetic predisposition, characterized by allergic sensitivity. It is known for its distinctive clinical features, including a high recurrence rate and chronic progression. To manage CAD, medications such as steroids and immunosuppressants are commonly used, but consideration should be given to the potential resistance and side effects associated with long-term use. In order to reduce these risks, various adjunctive factors are currently under consideration. One of these adjunctive agents, probiotics have shown effectiveness in regulating atopic dermatitis by modulating immune responses, as demonstrated in several recent studies. In this study, a substance combining three probiotics-L. plantarum, L. reuteri, and Ped. Acidilactici-was used in patients diagnosed with CAD, and its clinical effects and safety were evaluated. The trial involved four groups: a group receiving conventional treatment for atopic dermatitis (A), a group prescribed low-dose probiotics (B), a group prescribed high-dose probiotics (C), and a group prescribed topical probiotics (D). For assessment, the Canine Atopic Dermatitis Extent and Severity Index (CADESI), Trans-Epidermal Water Loss (TEWL) test, gut microbiome, and serum IgE test were conducted. As a result, the CAD severity index (CADESI-4) significantly decreased in the probiotics groups (B & C). In the serum total IgE test, the groups consuming probiotics showed a significant difference, while the group using topical probiotics (D) did not exhibit a significant change. Also, the TEWL test showed improved scores in the probiotics groups (B & C). Therefore, L. plantarum, L. reuteri, and Ped. Acidilactici probiotic combination could be considered as an effective adjunctive treatment, especially for atopic patients with moderate to severe skin lesions.

공유차량의 효율적 단방향 서비스를 위한 차량 재배치 알고리즘 (Development of a Vehicle Relocation Algorithm for the Promotion of One-way Car Sharing Service)

  • 김승현;정희진;배상훈
    • 대한교통학회지
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    • 제32권3호
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    • pp.239-247
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    • 2014
  • 현대 사회의 교통은 체증, 안전, 에너지, 환경 문제로 인해 어려움을 겪고 있다. 이에 대한 해결방안 마련이 시급하다. 최근 해외 선진국은 차량의 증가로 인한 문제 해결을 위한 하나의 대안으로 카쉐어링 시스템에 주목하고 있다. 카쉐어링 시스템은 개인 차량의 운행 억제뿐만 아니라 교통의 혼잡을 줄이고 차량의 효율성을 증대시키는 교통시스템이다. 본 논문은 카쉐어링 시스템 중 단방향 서비스 방식의 문제점 중의 하나인 차량 간 동적 불균형 문제를 개선하기 위한 대여소간 차량 재배치 알고리즘의 개발과 검증에 초점을 맞추었다. 차량 대여소간 차량 재배치 알고리즘은 카쉐어링 기관 운영자 편익을 최대화하기 위해 고안되었다. 대여소간 차량 재배치 알고리즘 적용을 위한 공간적 범위는 부산시 해운대구로 선정하였다. TransCAD를 사용하여 각 존별 Centroid를 대여소로 가정하였으며, 대여소간 최단 시간을 산출하였다. 차량 재배치 알고리즘 구현을 위한 시뮬레이션은 MATLAB을 사용하였다. 시뮬레이션은 운영 중 차량 재배치와 운영 후 차량 재배치로 각각 수행하였다. 그 결과 운영 후 총 차량 재배치 소요 시간은 59.9분으로 산출되었다. 차량 재배치 알고리즘은 Decision Tree 기법과의 비교를 통해 검증하였다.

혼합정수계획법 및 GIS를 활용한 유류저장탱크의 입지선정 (Oil Tank Location Problem Solving with Mixed Integer Programming & GIS)

  • 최기주;김숙희;신강원
    • 대한교통학회지
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    • 제19권5호
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    • pp.99-108
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    • 2001
  • 본 논문은 유류저장탱크의 최적입지를 선정하기 위한 GIS와 OR 통합적용기법을 제시하며, P-Median heuristic method와 MIP method가 모두 유류저장탱크의 최적입지 선정 문제에 적용될 수 있음을 실증하였다. 또한, 두 접근 방식에 의해 확인된 결과들은 동일하였다. P-Median heuristic method와 MIP method 를 풀이하는데 필요한 최단거리 매트릭스를 계산해내 기 위해 GIS기반 도로망과 해운네트워크를 구축·결합하였으며, 두 접근방법을 통해 우리나라의 최적 유류저장탱크의 입지를 선정한 결과 권역별로 군산항, 여수항, 부산항, 옥계항이 선정되었다. 위와 같이, 본 연구를 통해 CIS와 P-Median heuristic method, MIP method의 적용은 실증되었으며, 유사한 연구 또한 GIS와 OR의 통합적용을 통해 수행될 수 있을 것이다.

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장래교통수요예측을 고려한 도로 유지관리 방안 (Road Maintenance Planning with Traffic Demand Forecasting)

  • 김정민;최승현;도명식;한대석
    • 한국도로학회논문집
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    • 제18권3호
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    • pp.47-57
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    • 2016
  • PURPOSES : This study aims to examine the differences between the existing traffic demand forecasting method and the traffic demand forecasting method considering future regional development plans and new road construction and expansion plans using a four-step traffic demand forecast for a more objective and sophisticated national highway maintenance. This study ultimately aims to present future pavement deterioration and budget forecasting planning based on the examination. METHODS : This study used the latest data offered by the Korea Transport Data Base (KTDB) as the basic data for demand forecast. The analysis scope was set using the Daejeon Metropolitan City's O/D and network data. This study used a traffic demand program called TransCad, and performed a traffic assignment by vehicle type through the application of a user equilibrium-based multi-class assignment technique. This study forecasted future traffic demand by verifying whether or not a realistic traffic pattern was expressed similarly by undertaking a calibration process. This study performed a life cycle cost analysis based on traffic using the forecasted future demand or existing past pattern, or by assuming the constant traffic demand. The maintenance criteria were decided according to equivalent single axle loads (ESAL). The maintenance period in the concerned section was calculated in this study. This study also computed the maintenance costs using a construction method by applying the maintenance criteria considering the ESAL. The road user costs were calculated by using the user cost calculation logic applied to the Korean Pavement Management System, which is the existing study outcome. RESULTS : This study ascertained that the increase and decrease of traffic occurred in the concerned section according to the future development plans. Furthermore, there were differences from demand forecasting that did not consider the development plans. Realistic and accurate demand forecasting supported an optimized decision making that efficiently assigns maintenance costs, and can be used as very important basic information for maintenance decision making. CONCLUSIONS : Therefore, decision making for a more efficient and sophisticated road management than the method assuming future traffic can be expected to be the same as the existing pattern or steady traffic demand. The reflection of a reliable forecasting of the future traffic demand to life cycle cost analysis (LCCA) can be a very vital factor because many studies are generally performed without considering the future traffic demand or with an analysis through setting a scenario upon LCCA within a pavement management system.

재난 강도에 따른 도로 네트워크의 성능 및 회복력 산정 방안 (Estimation of Road-Network Performance and Resilience According to the Strength of a Disaster)

  • 정호용;최승현;도명식
    • 한국도로학회논문집
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    • 제20권1호
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    • pp.35-45
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    • 2018
  • PURPOSES : This study examines the performance changes of road networks according to the strength of a disaster, and proposes a method for estimating the quantitative resilience according to the road-network performance changes and damage scale. This study also selected high-influence road sections, according to disasters targeting the road network, and aimed to analyze their hazard resilience from the network aspect through a scenario analysis of the damage recovery after a disaster occurred. METHODS : The analysis was conducted targeting Sejong City in South Korea. The disaster situation was set up using the TransCAD and VISSIM traffic-simulation software. First, the study analyzed how road-network damage changed the user's travel pattern and travel time, and how it affected the complete network. Secondly, the functional aspects of the road networks were analyzed using quantitative resilience. Finally, based on the road-network performance change and resilience, priority-management road sections were selected. RESULTS : According to the analysis results, when a road section has relatively low connectivity and low traffic, its effect on the complete network is insignificant. Moreover, certain road sections with relatively high importance can suffer a performance loss from major damage, for e.g., sections where bridges, tunnels, or underground roads are located, roads where no bypasses exist or they exist far from the concerned road, including entrances and exits to suburban areas. Relatively important roads have the potential to significantly degrade the network performance when a disaster occurs. Because of the high risk of delays or isolation, they may lead to secondary damage. Thus, it is necessary to manage the roads to maintain their performance. CONCLUSIONS : As a baseline study to establish measures for traffic prevention, this study considered the performance of a road network, selected high-influence road sections within the road network, and analyzed the quantitative resilience of the road network according to scenarios. The road users' passage-pattern changes were analyzed through simulation analysis using the User Equilibrium model. Based on the analysis results, the resilience in each scenario was examined and compared. Sections where a road's performance loss had a significant influence on the network were targeted. The study results were judged to become basic research data for establishing response plans to restore the original functions and performance of the destroyed and damage road networks, and for selecting maintenance priorities.