• 한국자동차공학회논문집
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• 제20권5호
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• pp.36-43
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• 2012

In this work the mixing and flow characteristics of a vane-type static mixer were investigated numerically for the reduction of NOx in the SCR-system of the diesel engines. The mixer was located in the 57 times pipe diameter away from the inlet. The analysis were performed by changing such various parameters as vane shape, angles, blockage ratio and location of the vane. The flow structure through the mixer was characterized by uniformity index and pressure drop. The results show that uniformity index and pressure coefficient are substantially influenced by the vane shape, angle, blockage ratio and position of the vane of the mixer.

• 한국건설관리학회논문집
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• 제20권1호
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• pp.124-132
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• 2019

해외건설업이 국가경제에 기여하는 중추 산업임에도 불구하고, 기존의 해외건설 실적에 관한 연구는 단편적인 동향이나 특정 시점의 시장 점유율을 분석하는데 집중해왔다. 해외건설업은 프로젝트 기반산업으로 분절적이고(fragmented), 여러 다른 업체로 구성되며(heterogeneous), 업황에 따라 시장 구조가 역동적으로 변화하는(dynamic) 특성을 가지고 있어 특정 시점에 대한 정태적 분석과 함께 동태적 시장 변화의 고려가 필수적이다. 본 연구에서는 2000년부터 2017년까지 국내 건설기업이 계약을 체결한 9,173건의 프로젝트 정보를 활용하여 우리나라 해외건설 계약실적 구조를 분석하였다. 산업 차원의 실적정보를 정태적(시장 집중도), 동태적(시장 이동성 및 불안정성)으로 구분하여 분석하였으며, 구체적인 방법론을 기술하였다. 분석 결과, 정태적 측면에서는 국내 건설기업의 해외건설 경쟁구도가 최근 더욱 치열해지고 있으며, 동태적 측면에서는 주요 지역 및 공종을 제외한 대부분의 경우 시장 지위가 미약하고 불안정한 것으로 밝혀졌다. 본 연구는 정태적 동태적 분석의 조합을 통해 건설 관련 주체들의 시장 이해도를 제고하고, 향후 경쟁전략 수립을 위한 기초자료를 제공하였다는 점에서 의의가 있다.

• 한국항공우주학회지
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• 제49권6호
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• pp.473-480
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• 2021

소형 무인비행체 드론의 비행제어기(Flight Controller) 소프트웨어로 널리 사용되고 있는 오픈소스(Open Source)에 대한 정적분석(Static Analysis)을 통해 소프트웨어 품질의 문제점을 분석하고 개선 방안을 제시한다. 소프트웨어 품질 기준으로는 국제적으로 널리 적용되고 있는 MISRA 코딩 규칙을 선정하였으며, 정적분석 도구는 국제 도구인증(Tool Certification)을 받아 항공분야 뿐만 아니라 안전성(Safety)이 요구되는 자동차, 철도, 원자력, 의료 등 모든 산업에서 활용되고 있는 LDRA Tool을 사용하였다. 오픈소스 모듈의 구조, 사용 데이터 분석, 코딩 규칙 준수, 품질 지표(복잡도 및 시험성) 등 소프트웨어의 품질 전반에서 안전성을 위협하는 문제점들을 발견하였으며, 이에 대한 개선 방안을 제시하였다.

• 한국해양공학회지
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• 제18권6호
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• pp.51-57
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• 2004

In this study, the improved three-dimensional analysis model designed for a more accurate analysis of marine cable-supported structures, is presented. In this improved analysis model, the beam elements, of which the stability function is derived using Taylor's series expansions, are used to model space frame structures, and the truss elements. The equivalent elastic modulus of the truss elements is evaluated on the assumption that the deflection curve of a cable has a catenary function. By using the proposed three-dimensional analysis model, nonlinear static analysis is carried out for some cable-supported structures. The results are compared with previous studies and show good agreement with their findings.

• 한국안전학회지
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• 제25권3호
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• pp.91-99
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• 2010

In this study, the advanced numerical algorithm is developed which can performed the static and dynamic stochastic finite element analysis by considering the effect of uncertainties included in the member stiffness of steel cable-stayed bridges and seismic load. After conducting the linear and nonlinear initial shape analysis, the advanced numerical algorithm is the assessment tool which can performed structural the response analysis considering the static linearity and non-linearity of before or after induced intial tensile force, and examined the reliability assessment more efficiently. The verification of the developed numerical algorithm is evaluated by analyzing the regression analysis and coefficient of correlation using the direct monte carlo simulation. Also, the dynamic response characteristic and coefficient of variation of the steel cable-stayed bridge is calculated by considering the uncertainty of random variables using the developed numerical algorithm. In addition, the quantitative structural safety of the steel cable-stayed bridges is evaluated by conducting the reliability assessment based upon the dynamic stochastic finite element analysis result.

• Structural Engineering and Mechanics
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• 제46권5호
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• pp.695-711
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• 2013

It is reasonable to assume that reinforced concrete (RC) structures enter the nonlinear range of response during a severe ground motion. Numerical analysis to predict the behaviour therefore must allow for the presence of nonlinear deformations if an accurate estimate of seismic response is aimed. Among the factors contributing to inelastic deformations, the influence of the degradation of the bond slip phenomenon is important. Any rebar slip generates an additional rotation at the end regions of structural members which are not accounted for in a conventional analysis. Although these deformations could affect the seismic response of RC structures considerably, they are often neglected due to the unavailability of suitable models. In this paper, the seismic response of two types of RC structures, designed according to the Iranian concrete code (ABA) and the Iranian seismic code (2800), are evaluated using nonlinear dynamic and static analyses. The investigation is performed using nonlinear dynamic and static pushover analysis considering the deformations due to anchorage slip. The nonlinear analysis results confirm that bond slip significantly influences the seismic behavior of RC structure leading to an increase of lateral deformations by up to 30% depending on the height of building. The outcomes also identify important parameters affecting the extent of this influence.

• International Journal of Advanced Culture Technology
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• 제9권4호
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• pp.288-294
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• 2021

There are various ways to be infected with malicious code due to the increase in Internet use, such as the web, affiliate programs, P2P, illegal software, DNS alteration of routers, word processor vulnerabilities, spam mail, and storage media. In addition, malicious codes are produced more easily than before through automatic generation programs due to evasion technology according to the advancement of production technology. In the past, the propagation speed of malicious code was slow, the infection route was limited, and the propagation technology had a simple structure, so there was enough time to study countermeasures. However, current malicious codes have become very intelligent by absorbing technologies such as concealment technology and self-transformation, causing problems such as distributed denial of service attacks (DDoS), spam sending and personal information theft. The existing malware detection technique, which is a signature detection technique, cannot respond when it encounters a malicious code whose attack pattern has been changed or a new type of malicious code. In addition, it is difficult to perform static analysis on malicious code to which code obfuscation, encryption, and packing techniques are applied to make malicious code analysis difficult. Therefore, in this paper, a method to detect malicious code through dynamic analysis and static analysis using Trojan-type Downloader/Dropper malicious code was showed, and suggested to malicious code detection and countermeasures.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2012년도 춘계학술대회 논문집
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• pp.313-314
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• 2012

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1995년도 추계학술대회 논문집
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• pp.528-533
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• 1995

An analyical method is proposed to construct a clamp jointed structure as an equivalent stiffness matrix element in the finite element modal analysis of a complex beam structure. Static structural analysis was first made for the detail finite element model of the clamp joint. Utilizing the results of this analysis, the equivalent stiffness matrix element was buildup by using the flexibility influence coefficient method and Guyan condensation. The proposed method was applied to finite element modal analysis of a clamp jointed cantilever beam. And the finite element analysis results were compared to those experimental modal analysis. Comparison shows doog agreement each other Furthermore the effects of normal contact(or clamping) load on the equivalent stiffness matrix was also examined. The equivalent stiffness matrix showed little change in spite of the remakable increase in the contact load on the clamp joint.

• 콘크리트학회논문집
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• 제22권4호
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• pp.489-498
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• 2010

철근 콘크리트 구조물의 명확한 성능평가를 수행하기 위해 재료 및 구조적 특성이 구조물에 미치는 영향에 대한 분석이 필요하다. 구조물의 성능에 영향을 미치는 성능영향인자는 구조물의 재료적 특성인 콘크리트 강도, 종방향주철근, 횡구속 철근, 구조적 특성인 형상비, 축하중에 대하여 총 5가지로 정의하였다. 각각의 성능영향인자 변화에 따른 고유치 해석과 비선형 정적해석을 수행하여 각각의 성능영향인자들이 구조물의 항복 변위와 항복 기저전단력 및 연성비의 정적성능에 미치는 영향을 분석하였다. 또한 비선형 정적해석의 결과를 이용하여 FEMA-440에서 제안된 수정된 능력스펙트럼법을 이용하여 성능평가를 수행하였고, 이에 따라 구조물의 성능점을 도출하였으며 각각의 성능영향인자가 미치는 영향을 분석하였다. 성능영향인자 변화에 따른 해석 결과, 고유치해석과 비선형 정적해석의 따른 고유주기와 연성비는 구조적 특성이 재료적 특성에 비해 구조물에 더 큰 영향을 미치는 것으로 나타났고, 그 중 형상비의 영향이 가장 크게 작용하였으며, 수정된 능력스펙트럼법을 이용한 성능평가 결과, 고유주기와 연성비와 마찬가지로 구조적 특성 중 형상비의 영향이 가장 크게 작용하였다.