• The Journal of Korean Institute of Communications and Information Sciences
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• v.30 no.1C
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• pp.99-106
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• 2005

This Paper suggests the cooperation scenarios between Diameter protocol and Mobile IPv6 protocol. First, this paper designs cooperation scenarios and designs mobility support technology based on the designed scenarios. This paper deanes the interfaces between mobile node and local AAA client using ICMPv6 messages. In addition, this paper designs handoff procedures according to the area, which mobile node moves to.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2009.04a
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• pp.450-453
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• 2009

본 논문에서는 지진하중을 고려하여 충분한 연성거동이 가능하도록 배근한 철근콘크리트 횡하중 저항 골조(내진상세)와 고정하중과 적재하중만을 고려하여 설계한 중력하중 저항 골조(일반상세)를 대상으로 외부기둥과 내부기둥에 연결된 보의 연쇄붕괴 거동을 평가하기 위한 실험을 수행하였다. 일방향 가력실험 결과에 따르면 내진상세의 경우 대변형 상태에서 보의 하단철근의 파단이후 상단 압축철근이 인장력을 부담하면서 전체 보 부재는 축인장력이 작용을 하면서 힘-변위 곡선은 상승하는 현수작용이 발현되었다. 그러나 일반상세의 경우 충분한 현수작용이 발현되기 전에 보의 주근이 정착된 외부기둥 접합부의 파괴로 인하여 저항내력이 감소하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.5
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• pp.747-756
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• 2016

In this paper, a connection details for precast arch structures was proposed. Experiments were performed to evaluate structural performance of the loop connection details satisfying current design requirements and of alternative details for improvement of constructability. Precast arch specimens considering the current design requirements showed higher structural capacity than a cast-in-place arch specimen. Crack width at the connection of arch crown showed smaller value than 0.2 mm due to increased compression force by the applied vertical load. Strengthening by wire-mesh at notch area of the connection improved initial crack control capability. Connection detail with couplers and headed bars showed similar capacity to the reference specimen. The alternative details to improve constructability of reinforcements can be used without decreasing structural performance. Specimens with smaller internal diameter of mandrel and shorter loop splicing than the current design codes showed worse behavior in terms of crack width control.

• Journal of the Korean Institute of Gas
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• v.20 no.3
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• pp.52-58
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• 2016

In this study, evaluation method for LNG plant FEED is suggested and its validity is confirmed using a well-known decision making technique of Analytic Hierarchy Process (AHP). It is a pairwise comparison technique which can be used when multiple options must be considered for a single decision making problem. In order to develop an objective decision methodology, various decision parameters, sub-parameters as well as the concept of scale of assessment were introduced, and its consistency among these parameters was also checked by calculating the consistency index (C.I.). The methodology suggested in this article will contribute in evaluation of LNG plant FEED with less bias and subjectivity associated with the decision making procedure.

• Journal of the Korea Concrete Institute
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• v.16 no.2 s.80
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• pp.249-260
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• 2004

The longitudinal steel connection of reinforced concrete bridge column is sometimes practically unavoidable, however the current Korean bridge design specifications have no special provisions about lap-splices of longitudinal steel. This paper reports experimental results of a research program investigating the seismic performance of circular RC bridge columns with respect to longitudinal steel connection detailing. Twenty-one circular column specimens were tested under quasi-static test. The columns with the entire longitudinal steel lap-spliced within plastic hinge region show relatively sudden strength degradation and low ductility than the columns with continuous longitudinal steel and the columns with half of longitudinal steel lap-spliced. However, the seismic performance of the column with mechanically connected longitudinal steel is similar to that of the column with continuous longitudinal steel. The final objectives of this study are to suggest appropriate longitudinal reinforcement connection details for the limited ductility design concept and to provide quantitative reference data and tendency for performance or damage assessment based on the performance levels such as cracking, yielding, collapse, etc. Ultimate displacement/drift ratio, displacement ductility, response modification factor, equivalent viscous damping ratio, residual deformation index, and effective stiffness are investigated and discussed in this paper.

• 전기의세계
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• v.28 no.7
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• pp.33-40
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• 1979

회로해석은 전자장치의 기본이되는 것이며 장치가 정교할수록 회로도 복잡해지며 근래에는 IC와 스위칭 이론의 발달로인해서 회로해석 및 설계법도 점차당양화하고 있다. 그러나 설계방법의 기초는 불변한 것이며 따라서 설계자는 Dalington, Cauer등의 고전적 합성법으로부터 오차설계 최적설계에 이르기까지 광법위한 것을 숙비해야 할 것이다. 최적화설계에 대해서는 본지에서는 상세히 다루지 않았다.

• Journal of the KSME
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• v.28 no.6
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• pp.563-570
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• 1988

컴퓨터 기술의 증진으로 일반산업 부문에서의 CAD(computer-aided design)의 역할이 급진적 으로 향상되고 있다. CAD의 분야별 적용 업무로서는 기본. 기능설계, 기술계산 및 해석, 상세 설계, 제도 및 문서작성으로 포괄되며, 각 분야별 특정용도의 CAD용 소프트웨어가 외국에서 활발히 개발 및 상품화되어 국내에서도 도입하여 그 이용도를 넓혀 나가고 있다. 대체로 상 품화된 CAD용 소프트웨어는 금형의 설계, 제도, 기술계산 및 해석용으로 크게 분류되며, 그 외 로는 기구학적 해석 및 동적해소용 소프트웨어가 주류를 이루고 있다. 또한 기본기능 설계 및 상세설계가 제품의 제작에 매우 중요한 단계로서 CAD의 필요성이 강조되며 이 분야에 적용 가능한 기계요소의 CAD화가 시급히 요청된다. 기계 요소 CAD프로그램의 개발을 위하여 그 래픽 패키지가 요구되는데, 패키지는 여러 기종의 그래픽 터미널에 사용되도록 개발되어야 한다. 따라서 본고에서는 개발대상인 기계요소부품과 그 연구범위를 소개하고 그래픽 패키지의 구조를 설명하며 개발된 CAD프로그램의 적용예로서 인식향상을 도모하고자 한다.

• Land and Housing Review
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• v.6 no.1
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• pp.11-19
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• 2015

This paper presents experimental results on detailing of boundary element transverse reinforcement, proposed to alleviate placement detailing of special shear wall experiencing difficulty in construction at the sites due to recently reinforced seismic regulations, according to the type and placement interval of transverse reinforcement. As a result of experiment, crack and destruction aspects of SSWR series specimen that employed the proposed detailing of transverse reinforcement showed similar trend as SSW series specimen that used closed hoop. Predicted maximum strength values were exceeded. Also as a result of comparing energy dissipation ability, SSWR2 specimen that follows alleviated placement detailing was found to have similar seismic performance as special shear wall SSW2 specimen based on the existing design standard. As it satisfies the deformation angle condition of 1.5% provided in the design standard, SSWR2 can be used as the main lateral force resistance element in structures.

• Journal of Korean Society of Steel Construction
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• v.21 no.4
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• pp.375-384
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• 2009

The application of the diagrid structural system has increased of late, but cyclic loadings such as winds and earthquakes cannot be fully understood through only an analytical study due to the difficulty of considering its welding property. In this study, diagrid nodes that had been scaled down to 1/5 of their full sizes were tested to find out their structural behavior under seismic or wind loads. Four specimens were used with five parameters, including the welding method and the design details. Cyclic loading tests were carried out, where a tensile load was applied to one brace member and a compression load to the other. The major failure modes in the tests were only failure of bending with tensile stress and tension failure. The welding method and the design details had no effect on the initial stiffness and yielding stress but play a significant role in the failure mode and energy dissipation, respectively.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.30 no.5
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• pp.427-434
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• 2017

Recently, awareness of the public about the explosion damage has increased due to the increased risk of terrorism. The criteria for blast-resistance design is not sufficient in Korea, it is necessary to develop blast-resistance design for the stability and safety of building by static analysis of current blast-resistance design. In addition, as the increase of earthquake occurrence necessitates the seismic design, it is studied to judge the blast-resistance performance of members applying seismic design without blast-resistance design. Currently, the general analysis of blast load is to refer to UFC 3-340-02 manual. Blast-resistance performance was studied by applying characteristics of blast load through UFC 3-340-02 manual, beam converted into equivalent SDOF System. It is proved that blast-resistance performance is improved when seismic detail is applied considering the maximum deflection of normal, intermediate, and special moment frames.