• Composites Research
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• v.14 no.1
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• pp.47-56
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• 2001

In order to enhance high speed stability the composite air spindle system composed of a high modulus carbon fiber composite shaft, powder contained epoxy composite squirrel cage rotor and aluminum tool holder was designed and manufactured. For the optimal design of the composite air spindle system, the stacking sequence and thickness of the composite shaft were selected by considering the fundamental natural frequency and deformation of the system. The analysis gave results that the composite air spindle system had 36% higher natural frequency relative to a conventional air spindle system. The dynamic characteristics of the composite spindle system were compared with those of a conventional steel air spindle system. From the calculated and test results, it was concluded that the composite shaft and the power contained composite rotor were able to enhance the dynamic characteristics of the spindle system effectively due to the low inertia and high speific stiffness of the composite materials.

• Proceedings of the KIPE Conference
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• 2016.07a
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• pp.97-98
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• 2016

일반적으로 산업체에서 사용되는 전압형 PWM(Pulse Width Modulation) 인버터는 2개의 스위칭 소자가 직렬 연결된 단상하프 브릿지 회로를 기본 회로로 사용한다. 보통 극(pole), 암(arm) 또는 레그(leg)라 불리며 상보적으로 스위칭한다. 하지만 게이팅 신호 전달의 시지연과 스위치의 온-오프 시간차이에 의해 두 스위치가 동시에 켜지는 단락 사고를 방지하기 위해 데드 타임을 사용한다. 데드 타임은 직렬 연결된 두 스위치를 동시에 끔으로써 인버터의 안정적인 동작을 보장하지만 인버터 출력 전압 제어가 불가능하여 전압 및 전류 왜곡과 소음, 진동을 야기한다. 본 논문에서는 데드 타임 보상을 위한 적절한 전압 선정 방법에 대해 알아본다. 데드 타임 보상 전압 선정을 위해 부하 전류의 6고조파 성분을 추출, 비교하여 적절한 데드 타임 보상 전압을 선정하였으며 실험을 통해 그 유효성을 검증하였다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.16 no.1
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• pp.63-74
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• 2014

The lining of shield TBM tunnel is composed of segments, therefore segment joints are induced by connecting each segment. Segment joint is considered as joint stiffness in the design of TBM tunnel. Depending on the choice among the different stiffness equations, the joint stiffness values determined can be varied largely. Therefore, the influence of joint stiffness value on the design of segment lining should be verified. In this study, the joint stiffness values were determined firstly by using various equations and total change boundary was justified. Within the change boundary determined, the member forces were calculated by changing the joint stiffness through the numerical analysis and consequently the stability of segment lining was investigated by applying nominal strength. The results showed that the segment joint stiffness did not affect the design of segment lining largely.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.1
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• pp.33-40
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• 2021

In recent years, many construction projects become large and complicated, and construction accidents also steadily increase, which grows interest in the safety and maintenance during construction. Many of the construction accidents are related to temporary construction and structures, but the safety evaluation and management during construction are unclear and indefinite due to the short operating period and continuous change in the formation of the temporary structure. The system support, which is one of the temporary structures to support the pouring load of concrete, was proposed to easily install and dismantle members with connection parts pre-manufactured. The use of the system support is increasing to improve the safety of the temporary structure during construction. However, the system support, which consists of multiple members, still has uncertainties in connectivity between members and supports of vertical members. Therefore, this study analyzed the structure, load, and accident cases of the system support to define the damage scenarios for member connection, support condition, and lateral displacement. The decrease rate of the critical load was analyzed according to the damage scenarios based on the defined unit structure of the system support. In addition, this study provided vulnerable members for each damage scenario, which could induce instability of the temporary structures during design, construction, and operation of the structure.

• Journal of the Korean Geotechnical Society
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• v.24 no.7
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• pp.61-73
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• 2008

Piles of a bridge pier are connected with the column through the pile cap (footing). Behavior of the pile foundation can be different according to the connection method between piles and the pile cap. Connection methods between pile heads and the pile cap are divided into two groups : rigid connections and hinge connections. Domestic design code has been specified to use rigid connection method for the highway bridge. In the rigid connection method, maximum bending moment of a pile occurs at the pile head and this helps the pile to prevent the excessive displacement. Rigid methods are also good to improve the seismic performance. However, some specifications prescribe that conservative results through investigations of both the fixed-head condition and the free-head condition should be reflected in the design. This statement may induce an over-estimated design for the bridge which has high-quality structures with casing covered drilled shafts and the PC-house contained pile cap. Because the assumption of free-head conditions (hinge connections) is unreal for the elevated pile cap system with multiple piles of the long span sea-crossing bridges. On the other hand, elastic displacement method to evaluate the pile reactions under the pile cap is not suitable for this type of bridges due to impractical assumptions. So, full modeling techniques which analyze the superstructure and the substructure simultaneously should be performed. Loads and stress state of the large diameter drilled shaft and the pile cap for Incheon Bridge which will be the longest bridge of Korea were investigated through the full modeling for rigid connection conditions.

• Journal of the Korean Chemical Society
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• v.51 no.2
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• pp.171-177
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• 2007

Polymer-based electrically conductive pastes have been used to make the conductive paths between voltage sources and devices. The pastes used for these applications consist of two main components: a polymer binder and a conductive filler. Having both low viscosity and good metal-encapsulating properties, cellulose acetate butyrate (CAB) was regarded to be a good candidate as a binder for the conductive paste. We have prepared a formulation for a novel conductive paste based on CAB. Preliminary studies showed that this conductive paste revealed stable conductivity, together with uniform coating and flexibility.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2017.04a
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• pp.163-163
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• 2017

모돈은 교배, 임신, 분만, 포유, 이유를 순환적 반복을 요구하는 개체로서 스마트 농장 시스템의 생산성 향상에 있어서 중요한 요소이다. 본 연구에서는 모돈 능력의 극대화 및 최적의 시스템 관리를 위해서 초음파 센서를 활용한 모돈의 지제 이상 징후를 실시간으로 계측할 수 있는 시스템을 개발하였다. 이 시스템은 높이에 따라 상-중-하(30 cm 간격), 위치에 따라 전면부-후면부에 초음파 센서를 설치하고 이를 마이크로 컨트롤러에 연결하여 모돈의 지제 이상 유무 측정이 가능하도록 하였다. 모돈의 체형과 위치를 고려하여 설치된 초음파 센서의 위치 조절이 가능하도록 하였다. 또한 소형 LCD 모듈을 내장하여 실시간 모니터링이 가능하도록 하였으며, 측정된 데이터는 저장장치인 microSD 카드에 저장되도록 하였다. 모돈사의 환경을 고려하여 방밀형 구조로 하우징 마감하였다. 이 모돈 지체 이상 분석 시스템에 사용된 툴은 C언어를 이용하였다. 건강한 모돈을 대상으로 모돈의 지제의 관찰을 위하여 총 12회의 현장 실증실험이 수행되었으며, 현장 실증 시험 중 소요된 시간은 현장의 상황에 따라 다소 상이하였다 (8시간-28일). 높이 상에 위치한 전면부 및 후면부 초음파 센서 모두에서 모돈이 검출이 된 경우 정상 기립으로 간주하였고, 높이 상에 위치한 전면-후면부 초음파 센서 모두에서 모돈이 검출이 되지 않은 경우 정상적으로 누워 있는 걸로 간주하였다. 높이 하에 위치한 전면부 혹은 후면부 초음파 센서 한곳만 모돈이 검출된 경우 비정상적인 기립으로 간주하였다. 취득된 데이터를 분석한 결과 모돈의 정상적 상태 (기립상태, 누운 상태, 앉은 상태)와 그 외의 비정상적 상태로 분류가 가능하다. 또한 측정된 초음파 센서의 진동의 유무 및 파동형태에 따라서 모돈의 상태 예측이 가능하다. 초음파 센서의 진동 파동이 크고 안정된 상태인 경우 정상적인 활동 상태로 판단하였으며, 진동 파동이 작고 안정적인 경우는 수면 상태로 분류하였다. 실시간으로 지속적인 데이터 획득을 위하여 차후 초음파 센서 및 시스템의 보완작업이 필요하다. 이와같은 모돈의 행동 패턴에 따른 취득된 데이터를 분류하여 모돈의 발정에 의한 행동 특성(기립시간) 분석에 따른 발정 적기 발견 및 정량화 기술 개발에 활용이 가능하다.

• Proceedings of the Korean Information Science Society Conference
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• 2003.10c
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• pp.643-645
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• 2003

인터넷 기반 병렬 컴퓨팅은 인터넷에 연결된 수많은 컴퓨팅 자원들을 이용하여 고성능 컴퓨팅 성능을 요구하는 병렬 연산을 수행할 수 있는 컴퓨팅 패러다임이다. 그러나, 자원제공자에 의해 제공된 자원들의 관리와 작업 할당 및 관리가 모든 중앙 관리 서버에 의해 수행됨으로 인해 서버의 부하가 발생한다. 이러한 문제점을 해결하기 위해 기존 연구들은 복수개의 중간 관리자를 두어 해결하려 했으나 연산에 대한 안정적인 수행을 보장하지 못한다. 중간 관리자들의 선정 및 구성 기법과 중간 관리자의 결합 포용에 대해서는 다루지 않았다. 이에, 본 논문에서는 인터넷 기반 병렬 컴퓨팅 환경에서 중앙 관리 서버의 부하를 줄이고 연산의 안정적 수행을 보장하는 결함 포용적 중간 관리자 구성 기법을 제안하고자 한다.

• Journal of the Institute of Electronics Engineers of Korea SC
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• v.37 no.6
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• pp.7-14
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• 2000

This paper describes the synthesis of robust decentralized controllers for uncertain large-scale discrete-time systems with time-delays in subsystem interconnections. Based on the Lyapunov method, a sufficient condition for robust stability, is derived in terms of a linear matrix inequality (LMI). The solutions of the LMI can be easily obtained using various efficient convex optimization techniques. A numerical example is given to illustrate the proposed method.

• Journal of Korean Society of Steel Construction
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• v.23 no.3
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• pp.261-273
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• 2011

Recently, the demands for steel frame are increasing because of the trend and due to the demand for bigger and higher buildings. In the analysis of typical steel frame, connections are based on the idealized fixed or pinned connection. A fixed connection assumes that the relative angle of each member before deformation is the same after the transformation. Therefore, the stiffener reinforces the connection to sufficient rigidity and stability of the panel zone. In the economical aspect, however, the necessity of connection that the stiffener reinforcement has omitted is increasing due to the excessive production as well as labor costs of connection. In contrast, pinned connection is assumed that bending moments between the beams and columns do not transfer to each member. This is easy to make in the plant and the construction is simple. However, the structural efficiency is reduced in pinned connection because connection cannot transfer moments. The introduction of this semirigid process can decide efficient cross-sectional dimensions that promote ease in the course of structural erection, as performed by members in the field-a call for safety in the entire frame. Therefore, foreign countries exert efforts to study the practical behavior and the results are applied to criterion. This paper analyzes the semirigid connection of domestic steel by design specifications of AISC/LRFD and make data bank that pertain to each steel. After wards, the results are compared to those of idealized connection; at the same time, this paper presents a design method that matches economic efficiency, end-fixity, and rotational stiffness.