• 한국정보통신학회논문지
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• 제14권9호
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• pp.2134-2142
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• 2010

가정에서 사용중인 가전제품을 제어하는 방법은 적외선 리모컨을 이용한 방식이 대부분을 차지하고 있다. 이러한 레거시 기기들은 각각의 리모컨으로 제어되고 있고 표준화된 통신방식을 제공하지 않아 원격 제어에 어려움이 있다. 통합 리모컨방식의 원격 제어기를 이용할 경우 여러 종류의 기기를 제어할 수 있지만 모든 명령을 지원하지는 않으며, 특히 새로운 명령이나 고유한 명령을 가진 제품이 출시될 경우 확장성에 한계가 있다. 본 논문에서는 레거시 기기의 효율적인 통합 제어를 위해 지그비로 전송되는 명령을 해당 기기의 적외선 제어 명령으로 변환하여 발신하는 Zigbee Bridge를 개발하고, 헤더 판별법을 이용한 학습 기능을 추가 하였다. 새로운 명령이 전송되는 경우 Bridge는 이 명령을 학습하여 저장하며, 기존 명령이 전송되는 경우 저장된 코드를 출력하는 방식을 사용하였다. 이 방식을 사용하는 경우 신규 명령에 대한 확장성과 유연성을 확보 할 수 있으며, 코드 전송의 효율을 향상하여 기존 대비 최대 58.6배 빠른 전송이 가능하다.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2003년도 하계종합학술대회 논문집 II
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• pp.907-910
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• 2003

We have developed Logic Design Training Kit for studying, actual training, designing of FPGA(Xillinx) or CPLD(ALTERA CPLD), the Digital Logic Device. This training kit has 12 matrix keys, RS232 port for serial communication and uses LED array. six FND(Dynamic), LCD as display part. That is standard specification for digital logic training kit. Special point of this kit is that we make two logic device trainig kit. This two logic device kit have more smaller and simple architecture because only uses one chip. That chip already includes a lot of functions that need for training kit, such as : complex logic circuit needed the two kind of logic devices, 16 way of system clock deviding function, serial communication interrupt....etc. We called that one chip is Center Bridge Chipset ; Xillinx FPGA Spartan2. User can select between using one device of FPGA or CPLD, or uses both them. Because of, Center Bridge Chipset has profitable architecture. it can work as Logic Device's networking with Master-Slave connection When using both logic devices.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1439-1449
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• 2007

The challenging aspect of CWR (continuous welded rail) is the additional axial forces in rails, mainly due to the thermal expansion of steel plate girder and rail itself. It has been found that these axial forces are proportional to girder length, total bridge length and bolt tightening forces. Also these forces are dependent to girder support conditions, types of bearings and their arrangements. With CWR, the authors' previous studies show that performance improvements like noise reduce, fatigue resistances and bearing durability increment can be expected. In addition to these effects, secondary effects due to the semi integral behavior between rail and bridge girder also can be expected. Special bearings which can reduce the absolute maximum axial forces have been developed, and applied to real 100m span bridge. The performance improvements were verified through site measurements and numerical analysis. The purpose of this study is to confirm the expected performance improvement aspects of steel plate girder bridges with CWR. To verify these aspects, girder stiffness changes, rail axial force changes, girder displacements and noise level were thoroughly measured and compared.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.862-867
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• 2000

The auxiliary engine exhaust noise in ships are directly transmitted to bridge wing with the only distance attenuation. It is not so practical that no special treatment can be applied between exhaust pipe and bridge wing in order to reduce the transmission of the exhaust noise. In general, a silencer is fitted to reduce the exhaust noise and also noise of bridge wing. The silencer should be properly designed under the consideration of the frequency component of the exhaust noise and the required insertion loss. In this paper, the frequency component of exhaust noise of various engines are compared and a design and a design and installation of silencer to reduce low frequency is introduced.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2001년도 학술대회지
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• pp.113-118
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• 2001

사용중인 교량의 안전성, 사용성, 내구성을 확보하기 위한 시발점은 교량에 대한 점검과 진단이다. 본 논문에서는 최근 개정된 시설물 안전진단에 관한 특별법에 제시된 점검주기와 독일의 점검주기를 비교하고, 외국의 손상 보고서에 나타난 손상발견시기를 분석하였으며, 분석 결과를 기초로 국내 진단 주기의 재조정을 제안하였다. 이를 위해 비교 대상인 양국의 교량 현황을 살펴보고, 유지관리 체계와 비용을 객관적 비교근거로 제시하였다.

• Wind and Structures
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• 제3권2호
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• pp.117-132
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• 2000

Under special conditions of turbulent wind, suspension and cable-stayed bridges could reach instability conditions. In various instances the bridge deck, as like a bluff body, could exhibit single-degree torsional instability. In the present study the turbulent component of flow has been considered as a solution of a differential stochastic linear equation. The input process is represented by a Gaussian zero-mean white noise. In this paper the analytical solution of the dynamic response of the bridge has been determined. The solution has been obtained with a technique of closing on the order of the moments.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1999년도 춘계학술대회 논문집
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• pp.434-441
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• 1999

The newly proposed Precast Segmental Mettled (PSM), which makes use of precast elements for election, is relatively new, efficient and fast mettled for the construction of prestressed box girder bridges. A precast segment of 25m long pretensioned in the fabrication yard is transported by a special trailer and a launching truss to its final position. The segments are then connected in the site by post-tensioning to make a continuous prestressed concrete box girder bridges. The purpose of this parer is to analyze and evaluate the design of precast prestressed concrete box girder bridges. The detailed analyses including time-dependent behavior of PSM bridges are conducted. The major results and findings, which have been obtained from finite element analysis of PSM bridge, are discussed in this paper and these results will be a good base for the design and analysis of a new precast bridges.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1999년도 가을 학술발표회 논문집
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• pp.103-110
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• 1999

Dynamic responses of steel composite bridges for the Korean high-speed railway are analyzed by a modal analysis. The bridge is modeled as a simply supported beam structure and a vehicle of TGV-K is modeled using a moving load assumption. When the train is moving on a bridge, its deck shows resonance phenomenon at a critical velocity. However, it is observed that the dynamic response is greatly reduced at a special range of the span length. The results show that the reduction effect should be considered ill designing the railway bridges. A parametric study of tile dynamic response is performed for different span lengths, and specific train speeds train should be considered in designing the high speed railway bridge are suggested.

• 산업기술연구
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• 제18권
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• pp.107-115
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• 1998

Many of the bridge and building floor systems, including the girders and cross-beams, also behave a similar special orthotropic plates. Such plates are subject to the concentrate masses in the form of traffic loads, or the test equipments such as the accelerator in addition to their own masses. Analysis of such problems is usually very difficult. Most of the bridge slabs on girders have large aspect ratios. Finite difference method is used for this purpose, in this paper. The result is compared with that of the beam theory.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2005년도 제36회 하계학술대회 논문집 B
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• pp.1324-1326
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• 2005

A high precision transformer bridge system for comparison of primary capacitance standards at low frequencies was developed. Its main transformer was constructed by special winding techniques and has the inphase and quadrature error of $0.073{\times}10^{-6}$ and $0.14{\times}10^{-6}$ at 1592 Hz($\omega=10^4$) respectively. But the measurement uncertainty of this bridge system can be achieved $0.03{\times}10^{-6}$ by using some substitution method.