• Proceedings of the Korea Information Processing Society Conference
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• 2003.11a
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• pp.423-426
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• 2003

시스템 자동화를 위한 최근의 소프트웨어 모듈은 각종 외부의 영향에 따라 적절한 대응동작을 이행하지 않는다. 특히 연성 실시간(soft real-time) 동작 제어시 발생하는 동작 마감시간 위반에 따른 피해가 꾸준히 증가하고 있다. 본 논문에서는 실시간 스케줄 가능성 분석을 위해 E-TCPN 모델을 이용하며, 분석 결과를 기반으로 하드웨어 제어를 수행하는 자동화 제어 엔진을 설계 및 구현한다.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.92-92
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• 2004

최근의 자동차 산업의 발달과 컴퓨터 산업의 발전으로 인해 컴퓨터를 이용한 연구개발이 중요시되고 있다. 때문에 CM (Computer Aided Engineering) 분야는 설계의 비용과 손실을 줄이고 좀 더 경쟁력 있는 제품을 생산하기 위한 방편으로 자리 잡고 있다. 다물체 동역학 해석 분야는 기존의 실험으로는 해석하기 어려웠던 복잡한 자동차의 거동 해석을 가능하게 함으로서 설계에 있어 좋은 방향을 제시하고 있다.(중략)

• Proceedings of the Korean Information Science Society Conference
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• 2004.10a
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• pp.640-642
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• 2004

에이전트 기반 시스템은 그동안 지능형 시스템의 구축을 위해 많이 사용되고 있었으며 최근 유비쿼터스 컴퓨팅 환경에서 context-aware computing을 통한 사물/사람/장소의 통합운영에 매우 중요한 소프트웨어적 특성을 갖고 있다. 본 논문에서는 실시간 미들웨어 시스템의 기반 위에 이러한 지능형 에이전트간 실시간 협업을 가능하게 하는 서비스 계층 설계를 제안한다. 이를 위해 기존에 많이 연구되었던 실시간 시스템과는 다른 연성 실시간 통신 시스템 및 스케줄링 서비스를 아울러 설명함으로써 에이전트간 통신 및 스케줄링 방법을 제시한다

• Journal of the Earthquake Engineering Society of Korea
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• v.6 no.6
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• pp.33-39
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• 2002

Response Modification Factor(R-factor) approach is currently implemented to reflect inelastic ductile behavior of the structures and to reduce elastic spectral demands from earthquakes to the design level. However R factors were set empirically and simply based on the professional committee consensus on observed performance of building structures during past earthquakes. Consequently some major shortcomings linked to the current R factor approach have been pointed out. Using reinforced concrete intermediate moment-resisting frames(RC IMRFs), an analytical procedure is presented in this paper to establish R factor rationally. To this end, analytical R values were evaluated based on N2 Method and compared with the values recommended by IBC 2000. Overall, the analytical results correlated well with the code values. However the results also revealed that R factor might strongly depend on the system fundamental period. As evidenced by the interstory drift index(IDI) analysis results of this study, current R-factor based(or, Life Safety based) design tends to fail in fulfilling other implicit and hopeful performance objectives such as immediate Occupancy and Collapse Prevention. Performance based design(PBD) appears to be a promising approach to meet the multi level seismic performance objectives assigned to the building structures of nowadays.

• Computational Structural Engineering
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• v.26 no.2
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• pp.37-42
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• 2013

준공 후 상당한 시간이 지나 내진설계가 되지 않았거나 내진상세가 이루어지지 않은 건물의 부족한 내진성능을 보완하기 위한 방법의 하나로 좌굴이 제한된 가새형 댐퍼를 적용할 수 있다. 이 방법을 적용할 경우, 기존 내진보강법의 불확실성을 줄일 수 있었음에도 불구하고, 댐퍼의 설계과정이 복잡하여 실무에 적용하기 어려웠다. 그러나 본 원고에서는 강성과 강도개념을 적용한 댐퍼의 설계법을 적용함으로써, 실무에서 쉽게 적용할 수 있도록 하였다. 준공된 지 16년이 지난 비틀림 비정형 건물에 대한 내진성능을 평가한 후, 가새형 댐퍼로 보강한 결과는 다음과 같다. (1) 일방향해석결과 나타난 골조별 하중-지붕변위의 관계를 이용하여, 연약골조의 강성을 강한 골조의 강성과 일치시키고, 이 강성비로부터 댐퍼가 부담하는 최적의 내력비율을 정하여 내진보강을 수행한 결과, 가새를 설치한 방향으로는 가새형댐퍼가 비틀림 방지와 연성증대효과를 구조물에 부여하여 성능이 획기적으로 증가하였다. 또한, 그 가새의 직각방향 하중에 대해서도 가새를 설치함으로써 비틀림 강성이 증가하고, 가새와 코어벽체가 인장과 압축으로 횡력에 저항하여 횡저항 성능이 증가하였다. (2) 내진성능이 부족한 비틀림 비정형 건물의 내진성능을 증진시키기 위해 가새형 댐퍼를 적용함에 있어, 댐퍼의 강성을 이용하여 구조체의 비틀림 거동을 최소화하고, 연성을 증진시키는 방법을 체택할 경우, 실무자들이 보다 쉽게 적용할 수 있으면서 그 효과도 상당히 클 것으로 기대된다.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.31 no.1 s.256
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• pp.77-88
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• 2007

Axiomatic Design has been developed as a general design framework during past two decades and TRIZ has been developed for a design tool over 50 years. Axiomatic design is quite excellent in that design should be decoupled. When a design matrix is established, the characteristics of the design are identified according to the coupling properties. If the design is coupled, a decoupling process should be found. However, axiomatic design does not specifically indicate how to decouple a coupled design. In this research, the coupling manner is classified into six patterns. Each pattern could be solved by an appropriate TRIZ module. A table, which matches the coupling pattern and a TRIZ module, is proposed for effective application of the two design theories. The decoupling ideas are proposed by using TRIZ modules. When the number of decoupled designs is more than one, the engineer should select the final idea. The proposed method is applied to practical cases such as a tape feeder and a beam adjuster of the laser marker.

• Journal of Korean Society of Steel Construction
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• v.22 no.3
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• pp.261-269
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• 2010

It is now possible to design buildings in various forms using a diagrid structural system, which is the one of the most useful structural systems. It is difficult to design and construct the connections, however, and the bucklings in braces weaken the seismic performance of structures. In this study, the initial stiffness, ductility, and energy-dissipated capacity of a diagrid and a diagrid BRB were evaluated via frame tests. The results of the cycling load tests showed that the diagrid BRB had better initial stiffness and ductility, and dissipated extra energy after the BRBs were yielded.

• Proceeding of KASS Symposium
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• 2006.05a
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• pp.66-72
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• 2006

Recently nonlinear materials are used in construction of building and bridge then various structure formats are achieved positively. one of them, cable members, are the interesting study object which increase rigidity of a total structure by inducing tension. The way of construction using cable members is increasing, so the technology of design and construction are developing. Protection Fretting Fatigue is very important to maintain efficiency of cable member permanently. However, recognition of this is somewhat humble and this paper considers anti-corrosive performance of cable.

• Journal of the Korean Geotechnical Society
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• v.38 no.1
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• pp.35-45
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• 2022

When constructing a cylindrical vertical shaft through the open-cut method, the walls are generally designed to be temporary flexible walls that allow a certain level of displacement. The earth pressure applied to the flexible walls acts as an external force and its accurate estimation is essential for reasonable and economical structure design. The earth pressure applied to the flexible wall is closely interrelated to the plastic deformation of the surrounding ground. This study simulated a stepwise excavation for constructing a cylindrical vertical shaft through a centrifugal model test and evaluated the continuous deformation behaviors of the surrounding ground through digital image analysis.

• Composites Research
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• v.29 no.6
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• pp.328-335
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• 2016

The purpose of this study is to develop fiber reinforced cement matrix composite (ECC) produced with limestone powder in order to achieve high ductility of the composite, and to evaluate flexural performance of structural members made with ECC. Four kinds of mixture proportions were determined on the basis of the micromechanics and a steady state cracking theory considering the matrix fracture toughness and fiber-matrix interfacial characteristics. The mechanical properties of ECC, represented by strain-hardening behavior in uniaxial tension, were investigated. Also, strength property of the composite was experimentally evaluated. Two structural members made with ECC were produced and tested. Test results were compared with those of conventional concrete structural members. Increased limestone powder contents of ECC provides higher ductility of the composites while generally resulting in a lower strength property. ECC structural members exhibited higher flexural ductility, higher flexural load-carrying capacity and tighter crack width compared to conventional structural members.