• 제목/요약/키워드: Infrastructure mode

검색결과 155건 처리시간 0.028초

철도화물수송 지원정책 국제비교 연구 (Comparative Study on Rail Freight Policies of Various Countries)

  • 김영주
    • 한국철도학회논문집
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    • 제19권5호
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    • pp.685-697
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    • 2016
  • 철도는 도로대비 에너지 소비량 및 온실가스, 오염물질 배출량이 낮은 친환경 수송수단이다. 철도화물의 활성화를 통한 녹색운송시스템 구축을 위해 세계 각국은 다양한 지원정책을 펼치고 있다. 하지만 우리나라의 경우 실질적인 지원방안이 미미한 상황이다. 본 연구에서는 국내외 다양한 국가들의 철도화물 지원을 위한 정책을 비교 분석하여 국내 관련정책 수립에 대한 시사점을 도출하는 것을 목표로 하였다. 이를 위해 영국, 스위스, 독일, 오스트리아, 프랑스, 헝가리, 일본, EU 및 한국을 대상으로 철도화물 활성화를 위한 정책을 5가지의 카테고리로 분류하여 비교분석을 수행하였으며 철도물류관련시설 지원방안, 철도화물수송비용에 대한 직접적 지원 및 도로화물수송에 대한 제한방안에 대한 시사점을 도출하였다.

Power Allocation in Heterogeneous Networks: Limited Spectrum-Sensing Ability and Combined Protection

  • Ma, Yuehuai;Xu, Youyun;Zhang, Dongmei
    • Journal of Communications and Networks
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    • 제13권4호
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    • pp.360-366
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    • 2011
  • In this paper, we investigate the problem of power allocation in a heterogeneous network that is composed of a pair of cognitive users (CUs) and an infrastructure-based primary network. Since CUs have only limited effective spectrum-sensing ability and primary users (PUs) are not active all the time in all locations and licensed bands, we set up a new multi-area model to characterize the heterogeneous network. A novel combined interference-avoidance policy corresponding to different PU-appearance situations is introduced to protect the primary network from unacceptable disturbance and to increase the spectrum secondary-reuse efficiency. We use dual decomposition to transform the original power allocation problem into a two-layer optimization problem. We propose a low-complexity joint power-optimizing method to maximize the transmission rate between CUs, taking into account both the individual power-transmission constraints and the combined interference power constraint of the PUs. Numerical results show that for various values of the system parameters, the proposed joint optimization method with combined PU protection is significantly better than the opportunistic spectrum access mode and other heuristic approaches.

북극해 항로의 전망과 쇄빙상선의 활용도에 관한 조사연구 (Feasibility Study on Northern Sea Route and Operation of Commercial Icebreaking Vessels)

  • 최경식;조성철
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2002년도 추계학술대회 논문집
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    • pp.167-173
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    • 2002
  • For moving cargo between the North Pacific region and Northern European ports, the Northern Sea Route, along Russia's coastline, is 35-60% shorter than the traditionally used routes through the Suez and Panama Canals. In addition to its shorter distance, there exists and extensive ports and shipping infrastructure, and the potential for developing new markets in Russia and other northern countries including Korea and Japan. These incentives attracted considerable attention from the international shipping and shipbuilding industries and have formed a cooperative international research program, called as the International Northern Sea Route Programme (INSROP). This paper is a general compilation of the historical usage, recent trade developments, the physical environment, and the practical considerations that may shape future operational mode of shipping in the NSR based on results from INSROP reports. This study focuses mainly on an operation of commercial icebreaking vessels that may be utilized along the NSR.

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무선 암호화 통신을 위한 연구 (Research of secure cryptographic wireless communication)

  • 채철주;최병선;이재광
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2005년도 춘계종합학술대회
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    • pp.888-892
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    • 2005
  • 현재 무선 인터넷 시장이 급속도로 발전하고 있고 여러 가지 콘텐츠 및 전자 거래 서비스가 유선상에서 제공하는 것처럼 서비스를 제공하고 있다. 국내에서는 휴대폰을 중심으로 각종 서비스들이 제공되고 있는 실정이다. 그러나 휴대폰은 유선상의 PC와 성능을 비교하면 절대적인 열세에 있다. 다시 말해서, 유선의 서비스처럼 안전한 보안을 바탕으로 제공하는 서비스가 아니라 하드웨어 성능의 열세로 인한 안전하지 못한 서비스이다. 이를 보완하기 위해 단말기 사양에 맞는 표준안들이 국제 포럼에서 계속해서 제정 중에 있으며 효과적인 보안통신을 위한 여러 연구들이 진행 중에 있다. 무선용 인증서를 사용하여 안전한 암호화 통신을 위한 연구로 무선 공개키 기반구조(WPKI :Wireless Public Key Infrastructure)가 있다. 본고에서는 이에 대해서 살펴보고 또, 무선용 프로토콜인 WAP포럼의 WAP(Wireless Application Protocol), Microsoft사의 ME(Mobile Explore) 그리고 일본 도코모사의 i-mode 중에서 가장 국제적으로 통용되어 쓰이고 있는 WAP에 대해서 살펴본다. 또한 현재 암호화 통신에서 사용되는 암호학적 안전성에 대해 논하고 안전한 무선 암호화 통신을 가로막는 요인과 해결 방안에 대해 논의한다.

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컴포넌트기반 방법론을 사용한 프레임워크 개발에 관한 연구 (A Study on the Development of Framework Using Component Based Methodology)

  • 김행곤;한은주
    • 한국정보처리학회논문지
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    • 제7권3호
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    • pp.842-851
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    • 2000
  • Developers can reuse not only class code but also wide range of knowledge on domain by reusing framework. Existing Object-Oriented Methodology and Catalysis Methodology were presented when redefining component in the course of redesigning framework. However, existing methodologies have weakness that entire process is waterfall mode or design of interface lays too much stress on implementation stage. So, this thesis will present Component-Oriented Methodology for the reuse of framework, and construct the environment for framework and domain development. That is, domain is analyzed by input of domain knowledge on real world to create software based on component, and hotspot is identified through analyzed information, and refactoring by putting additional information on users and developers. After that, I will create domain framework and application framework depending on domain. In this Component-Oriented Methodology, information is searched, understood and extracted or composite through component library storage internally. Then this information is classified into the information on component, and used as additional information in redesigning. With this, developer can obtain reusability, easiness and portability by constructing infrastructure environment that allows to register, update and delete component through Component Management System(CMS) under he development environment which can be easily applied to his own application using framework component, in this thesis, CoRBA(Common Object Request Broker Architecture) environment.

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Flexural and compression behavior for steel structures strengthened with Carbon Fiber Reinforced Polymers (CFRPs) sheet

  • Park, Jai-woo;Yoo, Jung-han
    • Steel and Composite Structures
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    • 제19권2호
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    • pp.441-465
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    • 2015
  • This paper presents the experimental results of flexural and compression steel members strengthened with carbon fiber reinforced polymers (CFRP) sheets. In the flexural test, the five specimens were fabricated and the test parameters were the number of CFRP ply and the ratio of partial-length bonded CFRP sheets of specimen. The CFRP sheet strengthened steel beam had failure mode: CFRP sheet rupture at the mid span of steel beams. A maximum increase of 11.3% was achieved depending on the number of CFRP sheet ply and the length of CFRP sheet. In the compression test, the nine specimens were fabricated and the main parameters were: width-thickness ratio (b/t), the number of CFRP ply, and the length of the specimen. From the tests, for short columns it was observed that two sides would typically buckle outward and the other two sides would buckle inward. Also, for long columns, overall buckling was observed. A maximum increase of 57% was achieved in axial-load capacity when 3 layers of CFRP were used to wrap HSS columns of b/t = 60 transversely.

Summarized IDA curves by the wavelet transform and bees optimization algorithm

  • Shahryari, Homayoon;Karami, M. Reza;Chiniforush, Alireza A.
    • Earthquakes and Structures
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    • 제16권2호
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    • pp.165-175
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    • 2019
  • Incremental dynamic analysis (IDA), as an accurate method to evaluate the parameters of structural performance levels, requires many non-linear time history analyses, using a set of ground motion records which are scaled to different intensity levels. Therefore, this method is very computationally demanding. In this study, a new method is presented to estimate the summarized (16%, 50%, and 84% fractiles) IDA curves of a first-mode dominated structure using discrete wavelet transform and bees optimization algorithm. This method reduces the number of required ground motion records for the prediction of the summarized IDA curves. At first, a subset of first list ground motion records is decomposed by means of discrete wavelet transform which have a low dispersion estimating the summarized IDA curves of equivalent SDOF system of the main structure. Then, the bees algorithm optimizes a series of factors for each level of detail coefficients in discrete wavelet transform. The applied factors change the frequency content of original ground motion records which the generated ground motions records can be utilized to reliably estimate the summarized IDA curves of the main structure. At the end, to evaluate the efficiency of the proposed method, the seismic behavior of a typical 3-story special steel moment frame, subjected to a set of twenty ground motion records is compared with this method.

The Nexus Between Factors Affecting eBook Acceptance and Learning Outcomes in Malaysia

  • ARHAM, Ahmad Fadhly;NORIZAN, Nor Sabrena;MAZALAN, Maz Izuan;BOGAL, Norazamimah;NORIZAN, Mohd Natashah
    • The Journal of Asian Finance, Economics and Business
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    • 제8권9호
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    • pp.35-43
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    • 2021
  • This study aims to investigate factors affecting eBook acceptance and learning outcomes among students experiencing online distance learning. As conventional textbooks are now switched into eBooks, the effects of contextual factors including lecturer, student computer competency, content and design of the course, access ability, infrastructure, and university support on eBook acceptance and learning outcome needs to be evaluated. The sample of this study is represented by students at the Universiti Teknologi MARA, City Campus Melaka, undertaking 'strategic management course'. Non-probability random sampling was selected as the sampling technique and a purposive sampling method was chosen to select the samples. The samples comprised 171 students randomly selected through Google Form. The questionnaire data was analyzed by using PLS-SEM. The results indicated that these factors contributed 62.3% variations in the eBook acceptance and 67.1% variations in the learning outcomes. The strongest factor affecting both dependent variables was content and design of course. Managerial implication suggested that the content for all courses taught through the eBook platform needs to be revisited and improved in accordance with the mode of online deliverance. Tutorial on how to navigate the eBook platform is important to all users as this would enhance acceptance and produce better learning outcomes among students.

Parametric study on multichannel analysis of surface waves-based nondestructive debonding detection for steel-concrete composite structures

  • Hongbing Chen;Shiyu Gan;Yuanyuan Li;Jiajin Zeng;Xin Nie
    • Steel and Composite Structures
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    • 제50권1호
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    • pp.89-105
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    • 2024
  • Multichannel analysis of surface waves (MASW) method has exhibited broad application prospects in the nondestructive detection of interfacial debonding in steel-concrete composite structures (SCCS). However, due to the structural diversity of SCCS and the high stealthiness of interfacial debonding defects, the feasibility of MASW method needs to be investigated in depth. In this study, synthetic parametric study on MASW nondestructive debonding detection for SCCSs is performed. The aim is to quantitatively analyze influential factors with respect to structural composition of SCCS and MASW measurement mode. First, stress wave composition and propagation process in SCCS are studied utilizing 2D numerical simulation. For structural composition in SCCS, the thickness variation of steel plate, concrete core, and debonding defects are discussed. To determine the most appropriate sensor arrangement for MASW measurement, the effects of spacing and number of observation points, along with distances between excitation points, nearest boundary, as well as the first observation point, are analyzed individually. The influence of signal type and frequency of transient excitation on dispersion figures from forwarding analysis is studied to determine the most suitable excitation signal. The findings from this study can provide important theoretical guidance for MASW-based interfacial debonding detection for SCCS. Furthermore, they can be instrumental in optimizing both the sensor layout design and signal choice for experimental validation.

2차원 모형실험 및 수치해석을 통한 현수교 터널식 앵커리지의 인발거동 특성 분석 (Analysis of Pull-out Behavior of Tunnel-type Anchorage for Suspended Bridge Using 2-D Model Tests and Numerical Analysis)

  • 서승환;박재현;이성준;정문경
    • 한국지반공학회논문집
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    • 제34권10호
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    • pp.61-74
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    • 2018
  • 본 연구에서는 케이블 인발하중이 작용하는 현수교의 앵커리지 종류 중 터널식 앵커리지의 인발거동 특성을 축소모형실험과 수치해석을 통하여 분석하였다. 터널식 앵커리지는 국내외 적용사례가 적고 파괴형태 및 안전율 등 설계기법이 명확히 정립되어 있지 않아 설계기법 개선과 관련한 연구가 필요한 실정이다. 이에 국내 최초로 터널식 앵커리지가 적용된 울산대교를 대상으로 형상 및 구조를 단순화하여 축소모형실험을 수행하였다. 모형실험에서 앵커리지 구체와 주변 암반을 석고혼합물로 구현하였고, 평면 변형률 조건에서 인발 거동 특성을 조사하였다. 모형실험결과 터널식 앵커리지의 최종 인발 파괴모드는 울산대교의 설계시 가정한 바와 달리 쐐기(wedge)형태로 나타났다. 이를 검증하기 위해 유한요소해석 프로그램인 ABAQUS를 사용하여 수치해석을 시행하였고, 모형실험결과와 동일한 인발 파괴 거동을 확인할 수 있었다. 수치해석에서는 추가적으로 모형재료의 포아송비 및 주변암반의 강도 변화에 따른 영향을 조사하였다. 그 결과 극한 인발상태까지는 포아송비에 따른 영향이 적은 것으로 나타났고, 주변암반의 강도가 앵커리지 구체의 강도보다 10배 이상 큰 특수한 경우에 한하여 앵커리지가 주변 암반의 경계면을 따라 빠져나오는 소위 플러그(plug)형태의 파괴모드가 발생할 수 있음을 확인하였다.