• Title/Summary/Keyword: 플로우 시험

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An Analysis of Workflow Testing Technology (워크플로우 시험 기술 분석)

  • 배성용;백수기;김광훈
    • Proceedings of the Korean Information Science Society Conference
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    • 2003.10b
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    • pp.49-51
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    • 2003
  • 워크플로우는 정보 시스템의 주요 통합 도구로서 시스템 개발과 더불어 개발된 시스템에 대한 시험 또한 매우 중요하다. 워크플로우 시험 종류에는 적합성 시험과 기능 및 성능 시험이 있다. 시험에 대한 평가 기준은 시험 요구 사항으로부터 도출되며 이에 대한 시험 방법은 다양하게 나타난다. 본 고에서는 워크플로우 시험 요구 사항 정의로부터 시험 동향 분석 결과를 소개하고, 기능 비교 시험의 사례 연구를 통해 구체적인 시험 방법을 알아본다.

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Design and Implementation of an Automated Inter-connection Tool for Multi-Point OpenFlow Sites (다지점 오픈플로우 사이트들을 위한 자동화된 연동 도구의 설계 및 구현)

  • Na, TaeHeum;Kim, JongWon
    • KIISE Transactions on Computing Practices
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    • v.21 no.1
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    • pp.1-12
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    • 2015
  • To realize futuristic services with agility, the role of the experimental facility (i.e., testbed) based on integrated resources has become important, so that developers can flexibly utilize the dynamic provisioning power of software-defined networking and cloud computing. Following this trend, an OpenFlow-based SDN testbed environment, denoted as OF@TEIN, connects multiple sites with unique SmartX Racks (i.e., virtualization-enabled converged resources). In this paper, in order to automate the multi-point L2 (i.e., Ethernet) inter-connection of OpenFlow islands, we introduce an automated tool to configure the required Network Virtualization using Generic Routing Encapsulation (NVGRE) tunneling. With the proposed automation tool, the operators can efficiently and quickly manage network inter-connections among multiple OpenFlow sites, while letting developers to control their own traffic flows for service realization experiments.

A Study on identifying Software Component based on Workflow Mechanism (워크플로우 메커니즘을 통한 소프트웨어 컴포넌트 식별에 관한 연구)

  • Kim, Yun-Jeong;Jeon, Byung-Kuk;Kim, R.Young-Chul
    • Proceedings of the Korea Information Processing Society Conference
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    • 2003.11c
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    • pp.1669-1672
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    • 2003
  • 이 논문은 레거시 시스템에 대한 도메인 분석을 통한 소프트웨어 컴포넌트 식별을 제안하고자 한다. 이 방법은 공통/비공통 프로세스 컴포넌트를 추출하기 위한 워크플로우 기반의 도메인 모델링으로, 점진적, 반복적으로 각각의 사용자(개발자, 설계자, 시험자 등등)에게 적당한 크기의 프로세스 컴포넌트를 추출하고 마지막 단계에서 UML 기법으로 컴포넌트 내의 객체를 추출하고자 한다. 그래서 기존의 워크플로우 메커니즘의 확장 보완을 제시한다. 이 방법 적용 예로써 학생 학위 허가 시스템(Student Degree Matriculation System)을 적용 사례로 이용한다. 그리고 이 확장된 워크플로우 메커니즘은 IT 분야나 비즈니스 모델링은 물론 병렬 시스템, 텔레 통신 시스템, 실시간 시스템까지도 모델링 할 수 있으리라 본다.

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Flow and Strength Properties of Cement Mortar mixed with Naphthalene Superplasticizers (나프탈렌계 고성능감수제를 첨가한 시멘트 모르터의 유동성 및 강도특성)

  • 김화중;강인규;김성훈;권영도;황재현
    • Magazine of the Korea Concrete Institute
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    • v.6 no.4
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    • pp.85-91
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    • 1994
  • In the previous study, naphthalene and /or naphthol were sulfonated wlth sulfuric acid and they were condensated with formaldehyde. The condensates prepared are subjected to the flow and strength tests of cement rnortnr to examine the chemcal effects of cement adrnlxtures. As the results of flow test, the flow of cement mortar mxed wth naphthol condensates(TSC) and naphthol naphthalene cocondensates( NT5) was larger than those mxed with synthetic naphtha lene condensate (NSS). In the experiments of compressive strength after 28 days curing, the hardned cement mortar containing naphthalene naphthol condensates(N1'5) showed a higher compressive strength than those contairung naphthalene condensates(NSS) and naphthol condensates('I'SC). As a results, the synthetic naphthalene condensates(NT5, TSC 1, whlch used i n this study, are greatly expected as good superplasticizers for the concrete.

Flow and Strength Characteristics of the Lightweight Foamed CLSM(Controlled Low-Strength Materials) with Coal Ash (석탄회를 활용한 경량기포유동화재의 플로우 및 강도 특성)

  • Lee, Seungjun;Lee, Jonghwi;Chae, Hwiyoung;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.10
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    • pp.73-82
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    • 2011
  • Coal ash of industial by-products was not recycled about 30% in total emissions. Moreover, it caused environmental pollution as well as wasted unnecessary expenses and time. Currently, fly ash(FA) is recycled as construction material however ponded ash(PA) is mostly buried. Lightweight foamed Controlled Low-Strength Materials(CLSM) evaluated in this study reduces unit weight by mixing foam in the traditional Controlled Low-Strength Material and has lightweight and flowability to be available for backfill materials in construction. Flow test, unconfined compressive strength test, and foamed-slurry unit weight test were performed in this study and the applicability of lightweight foamed CLSM for construction materials was evaluated. The results indicate that the mixture ratio(PA:FA) ranging from 70:30 to 50:50, cement of 7%, foam of 2~3%, and water content of 26.5~29.5% were required to satisfy the following standards such as flow value(i.e., 20cm), unconfined compressive strength(i.e., 0.8~1.2MPa), and foamed-slurry unit weight(i.e., $12{\sim}15kN/m^3$).

Testbed for UHD Production, Transmission and Mobile Reception (UHD 제작 및 송수신 시연을 위한 테스트베드 구축)

  • Suh, Young-Woo;Jeon, Sungho;Seo, Chang-Ho
    • Proceedings of the Korean Society of Broadcast Engineers Conference
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    • 2018.06a
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    • pp.107-109
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    • 2018
  • 지상파 UHD 방송을 위해 과학기술정보통신부는 UHD 방송장비의 국산화를 위한 R&D 사업을 UHD 워크플로우 전반에 걸쳐 추진한 바 있다. KBS와 RAPA는 국산 UHD 방송장비로 구성된 UHD 라이브 워크플로우의 시연 및 정합시험을 위한 시연용 테스트베드를 기획 및 제작하였다. 전체 시스템은 뉴스 및 토크쇼 형태의 시연 영상 연출을 위한 미니 스튜디오, 비디오 및 오디오 믹서, CG, 서버 등으로 구성된 부조정실, ATSC 3.0 시그널링 서버 등 송출시스템, 익사이터를 통한 송신 그리고 모바일 수신 단말을 통한 수신 시스템 등 실제 지상파 방송 송출 시스템을 모델링하여 테스트베드 형태로 구성된다. 본 논문은 시연 테스트베드 각 부분의 기획의도 및 구체적인 설계 방안의 제시를 통해 소규모 UHD 방송 스튜디오 등 워크플로우의 구성에 대한 이해를 돕고 아울러 상호운영성 검증 방안 들을 제시한다. 구현된 테스트베드는 방송기술인연합회와 공동으로 KOBA 2018 전시회에서 구축되어 전시기간 동안 전시회를 홍보하는 방송 프로그램 제작에 활용되었다.

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A study on physical characteristics of cement mortar according to change of moist mud flat replacement ratio (습윤갯벌 치환율 변화에 따른 시멘트 모르타르의 물리적 특성에 관한 연구)

  • Yang, Seonghwan;Kang, Yunyoung;Lee, Heungyeol
    • Journal of the Society of Disaster Information
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    • v.13 no.3
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    • pp.348-357
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    • 2017
  • In this study, we examined the physical properties of cement mortar by replacing a part of the amount of fine aggregate in moist mud flat. I analyzed the possibilities of using bricks. Flow measurement results show that the flow value increases as the mixing ratio of cement and fine aggregate increases and the flow value decreased as the replacement ratio of moist mud flats decreased. Chloride contents were also found to decrease with decreasing substitution rate of moist mud flats. As a result of the compressive strength measurement, the compressive strength increased in inverse proportion as the displacement ratio of moist mud flats decreased in most mixing ratio. As a result of tensile strength measurement, the tendency was similar to compressive strength and the intensity increased as the replacement ratio of moist mud flats decreased.

A Study of Flow-based QoS Management in Packet Transport Network (패킷 전송망에서의 플로우 기반 QoS 관리 방안 연구)

  • Choi, Chang-Ho;Kim, Whan-Woo
    • Journal of the Institute of Electronics Engineers of Korea TC
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    • v.48 no.11
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    • pp.73-82
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    • 2011
  • As a demand of IP based packet service is increasing, transport network is evolving from circuit based transport technology using TDM to Ethernet based packet transport technology. In this paper we introduce packet transport network based on PBB-TE and MPLS-TP and propose a quality of service(QoS) management scheme to satisfy various user requirements in packet transport network. The proposed flow-based QoS management scheme guarantees that per-flow bandwidth control satisfies the predefined QoS requirement perfectly under bandwidth congestion condition by using perflow and per-PTL tunnel management. In order to evaluate the proposed scheme we defined flow and PTL tunnel per input frame and configured QoS parameters for each flow and PTL tunnel respectively. Simulation was done by using OPNET modeler 16.0 version.

Fast Consolidation Test Using Seepage Forces : Method and Validation (침투압을 이용한 급속압밀시험 : 방법 및 검증)

  • Lee, Kang-Il;Kim, Tae-Hyung;Znidarcic, Dobroslav
    • Journal of the Korean Geotechnical Society
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    • v.25 no.4
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    • pp.31-38
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    • 2009
  • A continuous, fast, and convenient experimental method, replacing recent tests such as standard oedometer or self weight consolidation test, is needed for the determination of the consolidation behavior of unformed soft soils. This study introduced the seepage induced fast consolidation test using the flow pump technique. It can obtain the consolidation characteristics of unformed soft soils conveniently and fast. The seepage induced consolidation test apparatus consists of a modified triaxial cell, differential pressure transducer, flow pump, and displacement transducer. The test continuously proceeds with starting seepage forces induced consolidation, loading consolidation, and permeability test on the same sample. In addition, this test result was compared with the standard oedometer test result to make this method valid. From this study it was found that this method is a convenient and time saving effective method for obtaining data required for calculation of consolidation settlement of unformed soft soils.

A Time-Series Data Prediction Using TensorFlow Neural Network Libraries (텐서 플로우 신경망 라이브러리를 이용한 시계열 데이터 예측)

  • Muh, Kumbayoni Lalu;Jang, Sung-Bong
    • KIPS Transactions on Computer and Communication Systems
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    • v.8 no.4
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    • pp.79-86
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    • 2019
  • This paper describes a time-series data prediction based on artificial neural networks (ANN). In this study, a batch based ANN model and a stochastic ANN model have been implemented using TensorFlow libraries. Each model are evaluated by comparing training and testing errors that are measured through experiment. To train and test each model, tax dataset was used that are collected from the government website of indiana state budget agency in USA from 2001 to 2018. The dataset includes tax incomes of individual, product sales, company, and total tax incomes. The experimental results show that batch model reveals better performance than stochastic model. Using the batch scheme, we have conducted a prediction experiment. In the experiment, total taxes are predicted during next seven months, and compared with actual collected total taxes. The results shows that predicted data are almost same with the actual data.