• Advances in concrete construction
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• 제9권1호
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• pp.1-7
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• 2020

Retrofitting is an alteration of existing member or component of the structure. In civil engineering point of view, it is called strengthening of the old structure. Deterioration of structures may be due to aging, corrosion, failure of joints, earthquake forces, increase in service loads, etc. Such structures need urgent repair, retrofitting and strengthening to avoid collapse, cracking and loss in strength or deflection. Advanced techniques are required to be developed for the repair of structural components to replace conventional techniques. This paper focuses exclusively on torsional behaviour of Reinforced Concrete (RC) beams and retrofitted RC beams wrapped with aramid fiber. Beams were retrofitted with aramid fiber by full wrapping and in the form of 150 mm wide strips at a spacing of 100 mm, 150 mm, 200 mm respectively using epoxy resin and hardener. A total 15 numbers of RC beams of 150 mm×300 mm×1300 mm in size were cast, 3 beams are tested as control specimens, and 12 beams are tested for torsion up to the failure and then retrofitted with aramid fiber. Experimental results are validated with the help of data obtained by finite element analysis using ANSYS. The full wrapping configuration of aramid fiber regains 105% strength after retrofitting. With the increase in spacing of fabric material, torsional strength reduces to 82% with about 45% saving in material.

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제27권3호
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• pp.137-155
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• 2020

Redundancy is commonly employed to improve system reliability. In most situations, components in the standby configurations are assumed statistically similar but independent. In many realistic models, all parts in standby are not treated as identical as they have different failure possibilities. The operational structure of the system has subsystem-1 with five identical components working under 2-out-of-5: G; policy, and the subsystem-2 has two units and functioning under 1-out-of-2: G; policy. Failure rates of units of subsystems are constant and assumed to follow an exponential distribution. Computed results give a new aspect to the scientific community to adopt multi-dimension repair in the form of the copula.

• 한국정보통신학회논문지
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• 제6권5호
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• pp.661-666
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• 2002

인터넷의 대중화와 함께 데이터 통신서비스에 대한 수요로 데이터 통신망은 그 양과 종류가 급격하게 증가하고 있어서 통신망 운용에 따른 망구성 및 고장처리 체계의 정립이 필요하게 되었다. 기존의 다양한 유형의 데이터 통신망서비스 고장처리방법의 통합하면서 새로운 차세대 통신망서비스 고장처리방안까지 수용할 수 있도록 하는 통합 고장처리시스템의 개발이 필요하다. 본 논문에서는 모든 데이터 통신망서비스에 대한 고장시험, 고객정보관리, 시선정보관리에 관련된 시스템들과의 체계적인 연동을 통한 통합 고장처리 방안을 제시하고 UML(Unified Modeling Language)과 EJB(Enterprise Java Bean) 기술을 이용한 객체지향방법에 기반한 설계를 수행한다.

• 한국정보과학회논문지:정보통신
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• 제37권1호
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• pp.35-41
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• 2010

애드혹 네트워크는 기반 시설이나 사전 설정 작업 없이 간단하게 네트워크 구성할 수 있어 유비쿼터스 컴퓨팅 환경에 적합한 통신 환경으로 각광받고 있다. 애드혹 네트워크에서는 기존 네트워크와는 달리 라우터와 같은 데이터 전송 경로를 관리하는 시스템이 없어, 노드의 이동으로 발생하는 링크 손실 문제를 해결할 수 있는 경로 복구 메커니즘이 큰 비중을 차지하고 있다. 본 논문에서는 AODV 기반 양방향 경로 탐색을 이용한 경로 복구 기법을 제안한다. 기존 AODV의 제한된 지역 복구 범위와는 달리, 링크 손실 지점을 기준으로 상/하류부에서 양방향 경로 복구를 시도하여 네트워크 전역에서 수행될 수 있는 지역 복구 기법을 제시한다. 또한 경로 복구 과정에서 발생하는 경로 요청 메시지의 플러딩을 제한하여, 지역 복구에 드는 비용을 최소화하였다. 제안하는 기법의 성능 평가를 위해 시뮬레이션을 수행하였다. 전체 노드 수와 노드의 이동속도를 변경하는 두 가지 시나리오에서 제어 트래픽 오버헤드와 데이터 전송율을 측정하여 기존 AODV 및 다중 경로 탐색 프로토콜과의 성능 평가를 실시하였다.

• Journal of Chest Surgery
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• 제47권2호
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• pp.129-132
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• 2014

Various surgical techniques have been developed for the repair of an interrupted aortic arch. However, tension and Gothic arch formation at the anastomotic site have remained major problems for these techniques: Excessive tension causes arch stenosis and left main bronchus compression, and Gothic arch configuration is related to cardiovascular complications. To resolve these problems, we adopted a modified surgical technique of distal aortic arch augmentation using an autologous main pulmonary artery patch. The descending aorta was then anastomosed to the augmented aortic arch in an end-to-side manner. Here, we report two cases of interrupted aortic arch that were repaired using this technique.

• 산업공학
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• 제9권2호
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• pp.191-202
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• 1996

A variety of approaches on performance evaluation modeling have appeared in the technical literature for flexible manufacturing systems(FMS) which can be evaluated only through computer simulation. This study represents a comparative approach for FMS performance evaluation modeling based on reliability, availability and maintainability, and life cycle cost. The methodology proposed in this research includes the following three-step generative approaches. First, a static model to find the initial system configuration is considered under the assumption that the system availability is given as one (failure and maintenance are not considered), and in second step, a stochastic simulation is proposed to serve as a performance evaluation model for FMS with stochastic failure and repair time. In the last step, we developed a simulation modeling using a simulator, FACTOR/AIM to consider a variety of performance factors and dynamic behavior of FMS. Also the applicability and validity of the proposed approaches has been tested and compared through the results of a sample problem using computer programs and procedures developed in each step.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2003년도 춘계학술대회 논문집
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• pp.409-412
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• 2003

Fatigue strength. especially crack initiation behavior of high strength steel under marine water environment was investigated. Marine structures were usually constructed by lot of weld joints and were designed by basis of the fatigue strength of weld joints. This study was carried out to mini. The fatigue initiation behavior is more important rather than crack propagation behavior under the design of marine structures, because it is very difficult to find out the crack propagation phenomena and repair the damaged part of welded joints in sea water Then, the new configuration specimen for fatigue crack initiation tests was proposed. Using this new specimen, it is easy to carry out the crack initiation tests with relatively low cycling loading and clearly find out a crack initiation fatigue life.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1995년도 추계학술대회 논문집 학회본부
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• pp.216-218
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• 1995

This paper presents the concepts developed to propose Distributed Control System(DCS). To achieve adequate satisfaction under various conditions, the DCS should be designed from two points of view of functions distributions and performance planning. Performance evaluation criteria can be specified by the response time between units and the utilization of each unit. One has to also consider the ease and the cost of installation, maintenance, repair. Based on these characteristics, different system configuration can be evaluated and compared through results about evaluation criteria in order lo select the best DCS for particular process. The results, in abbreviated form, of the simulation DCS controlling a CAL(Continuos Annealing Line) plant of iron process ate presented.

• 한국생산제조학회지
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• 제20권2호
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• pp.169-173
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• 2011

Crash box is introduced to vehicle design to improve the impact performance and reduce the damage of vehicle body at impact speed. The crash box behind bumper can absorb impact energy effectively to improve vehicle safety. Repair cost at collision accident can be cut down by use of this box. The configuration of car body must be designed by considering the characteristic of material due to the deformation of car body happened at impact. Many papers have been published about material of crash box all over the world. The study of crash box with tube expansion type has been going on Korea. This study is done by the simulation analysis about front collisions against 5 kinds of aluminum crash boxes with the basic structure of square section.

• Earthquakes and Structures
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• 제9권6호
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• pp.1313-1336
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• 2015

The self-centering prestressed concrete (SCPC) bridge pier with external dissipators is a novel structure, aiming at reducing residual deformation and facilitating the post-earthquake repair. This paper presents the configuration and mechanical behaviors of the pier. A theoretical model for the lateral force-displacement relationship under cyclic loading is developed. The proposed model comprises an iterative procedure which describes the deformation of dissipators under different conditions. Equations of pier stiffness after gap opening, as well as the equivalent viscous damping ratio, etc., are derived based on the proposed model. Existing cyclic load test results were used to validate the proposed model, and good agreement is observed between the analytical and test results.