• 제목/요약/키워드: spectrum analysis

검색결과 4,134건 처리시간 0.034초

5G 이동통신을 위한 전파정책 분석 (Analysis of Radio Spectrum Policy for the Fifth Generation Mobile Communications)

  • 김창주
    • 한국전자파학회논문지
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    • 제26권8호
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    • pp.679-689
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    • 2015
  • 모바일 브로드밴드 시대를 맞이하여 5G 이동통신의 기술개발이 한창 진행되고 있으나, 이를 위한 주파수 정책은 아직 체계적으로 정립되지 않았다. 본 논문에서는 5G 이동통신서비스를 살펴보고, 관련 기술개발 동향을 고려하여 미래의 이동통신서비스를 제공할 수 있는 주파수 정책을 분석하였다. 이 결과를 토대로 우리나라의 주파수 정책 방안을 제안한다. 주요 정책 방안으로 3~5 GHz 대역의 주파수 공동사용 확대, 5 GHz 대역의 국제 호환성 유지, 그리고 주파수 관리체계의 일원화 등을 포함한다.

국내외 판내부 지진기록을 이용한 한국 표준수평설계스펙트럼의 개발 (Development of Korean Standard Horizontal Design Spectrum Based on the Domestic and Overseas Intra-plate Earthquake Records)

  • 김재관;김정한;이진호;허태민
    • 한국지진공학회논문집
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    • 제20권6호
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    • pp.369-378
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    • 2016
  • The design spectrum for Korea, which is known to belong to an intra-plate region, is developed from the ground motion records of the earthquakes occurred in Korea and overseas intra-plate regions. The horizontal spectrum is defined as geometric mean spectrum, GMRotI50. From the statistical analysis of the geometric mean spectra, a mean plus one standard deviation spectrum in lognormal distribution is obtained. Regression analysis is performed on this curve to determine the shape of spectrum including transition periods. The developed design spectrum is valid for the estimation both spectral acceleration and displacement.

교량의 내진성능 평가를 위한 역량스펙트럼 적용 연구 (A study on the Capacity Spectrum for Seismic Performance Evaluation of Bridge)

  • 박연수;이병근;김응록;서병철;박선준;최선민
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.1012-1017
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    • 2008
  • In this study, We examine closely the capacity spectrum method which a kind of displacement-based method evaluated by displacement of structure as an alternative to the load-based analysis method. The displacement-based method can easily review the strength of structure, seismic performance, ductility. Seismic performance by using capacity spectrum method is divided into design response spectrum and capacity spectrum. We can diagram design response spectrum by deciding the design seismic factor depending on performance target, site classification, seismic level, return period as UBC-97. Capacity spectrum is a load-displacement curve obtained by Push-over analysis considering the geometric parameter and the material parameter. We execute the seismic performance evaluation by using the capacity spectrum method to reinforced concrete pier which has been seismic design. As a result, We confirmed that there is a yield point and a ultimate point close by design response spectrum of UBC-97.

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시스템 다이내믹스를 이용한 주파수 공유 생태계 활성화 정책대안 비교 분석 연구 (Comparative Analysis of Policies to Vitalize Spectrum Sharing Ecosystem using System Dynamics)

  • 송희석;김재경;김태한
    • Journal of Information Technology Applications and Management
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    • 제21권4_spc호
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    • pp.431-447
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    • 2014
  • Demand of spectrum resource is tremendously increasing and this trend will continue as more IT services such as cloud computing, smart devices, Internet of Things are provided through wireless network. Recent development of spectrum sharing technology has drawn attention to spectrum policy makers as a promising way to overcome the expected spectrum shortage problem. However, technology-based solution to spectrum shortage problem may not be sustainable since the solution affect only one aspect of spectrum sharing ecosystem. To understand the whole picture of spectrum shortage problem, policies to vitalize spectrum sharing ecosystem were proposed based on the analysis of System Dynamics causal map in the previous study. This study compares and analyzes the effect of those proposed vitalization policies by using System Dynamics simulation. Among seven alternative policies, combined application of demand acceleration policy and technology development policy was found to be more effective for better utilization of spectrum. The effect of demand acceleration policy was offset when other policies are applied together except supply acceleration policy which shows better spectrum sharing.

교육용 모사 HPGe 검출기 스펙트럼 개발 (Development of Simulated HPGe Detector Spectrum for Education)

  • 서경원;이모성
    • Journal of Radiation Protection and Research
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    • 제32권1호
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    • pp.9-13
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    • 2007
  • 원통형 용기에 담긴 액체 혼합선원의 HPGe 검출기 교정용 스펙트럼으로부터 스펙트럼 분석 교육을 위한 모사 스펙트럼을 개발하였다. 모사 스펙트럼은 측정된 스펙트럼으로부터 피크를 분리한 후, 채널별 계수들의 변동이 제거된 스펙트럼을 결합한 것이다. 모사 스펙트럼의 통계적 변동은 Box-Muller 함수로 만들었다. 이 스펙트럼은 18개의 피크를 포함하고 있다. 각 피크의 중심 위치 및 면적 등은 정확하게 정의되었다. 개발된 스펙트럼은 교정용 스펙트럼, 시료 스펙트럼, 백그라운드 스펙트럼 그리고 기하학적 및 동시합성 보정을 위한 스펙트럼이다.

과학기술위성 3 호 진동해석 (Vibration Analyses of the STSAT-3 Satellite)

  • 조희근;서정기
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회A
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    • pp.502-507
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    • 2008
  • An entire composite structure satellite is developing for the first time in Korea. All of the structure is made of CFRP-composite faced aluminum honeycomb sandwich structure. Here the random and sinusoidal spectrum analysis of the satellite was carried out by using the finite element method. The general spectrum analysis was herein performed but also the PSD (power spectrum density) function for random vibration analysis had been transformed into equivalent time domain function and then transient analysis is conducted. The time history of displacement, acceleration, stress and velocity responses with respect to the PSD input has been achieved by the time dependent transient function transformed from frequency PDS function. It enables one to perform dynamic durability analysis and then expect the life time of the composite structure. The composite faced sandwich structure's spectrum analysis of a domestically-developed satellite, STSAT-3, has been discussed in the present study.

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질점계 비선형 지진응답해석에 의한 구조물의 역량스펙트럼 제안 (Propose of Capacity Spectrum Method by Nonlinear Earthquake Response Analysis)

  • 유진선;양원직;이원호;김형준
    • 한국전산구조공학회논문집
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    • 제27권6호
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    • pp.501-508
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    • 2014
  • 본 논문에서는 질점계 비선형 지진응답해석을 통한 역량스펙트럼 도출방법을 소개한다. 일반적인 건축물의 손상도 평가는 비선형 등가정적해석(Push-over Analysis)을 통하여 건축물의 역량스펙트럼을 도출하고, 역량스펙트럼과 요구스펙트럼의 교차점을 성능점으로 평가하고 있다. 등가정적해석은 지진의 영향을 등가의 정적하중으로 환산한 후 이를 이용하여 정적해석을 수행함으로써 구조물의 지진에 의한 거동을 예측하는 방법이다. 이 방법은 고차모드 및 층별 동특성의 영향을 고려할 수 없다. 따라서 건축물의 동특성이 반영된 역량스펙트럼을 산출하기 위하여 질점계 비선형 지진응답해석을 진행하여 건축물의 역량 스펙트럼을 제안하고자 한다.

Simulation of a Non-Directional Wave Spectrum Analysis with Welch's Method

  • Park, Soo-Hong
    • Journal of information and communication convergence engineering
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    • 제6권2호
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    • pp.146-149
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    • 2008
  • Simulation and signal conditioning on the time domain surface elevation records are conducted to verify the proposed Welch's method in non-directional ocean wave spectrum analysis. These spectrum data are further conditioned to provide wave characteristic that better describe the sea states. Comparison of significant wave height and zero crossing period between the proposed method and a reference toolkit are presented.

틸트 로터 무인항공기의 피로하중 스펙트럼 생성 및 피로해석 (The Development of Fatigue Load Spectrum and Fatigue Analysis for the Tilt Rotor UAV)

  • 임종빈;박영철;박정선;이정진
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.654-659
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    • 2007
  • In this paper, the fatigue load spectrum for tilt rotor UAV is developed and fatigue analysis is achieved for flaperon joint. Tilt rotor UAV has two modes which are helicopter mode when UAV is taking off and landing and fixed wing mode when UAV is cruising. To make fatigue load spectrum, FELIX for helicopter mode and TWIST for fixed wing mode are used. And Fatigue analysis of flaperon joint is achieved using fatigue load spectrum we obtained. When S-N test data are analyzed, we use the Kriging meta model to get probability S-N curve for whole range of material life. The result which is life of flaperon joint obtained by suggested fatigue analysis procedure in this paper is compared with that obtained by MSC/Fatigue.

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Response spectrum analysis for regular base isolated buildings subjected to near fault ground motions

  • Moussa, Leblouba
    • Structural Engineering and Mechanics
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    • 제43권4호
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    • pp.527-543
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    • 2012
  • This paper presents a response spectrum analysis procedure suitable for base isolated regular buildings subjected to near fault ground motions. This procedure is based on the fact that the isolation system may be treated separately since the superstructure behaves as a rigid body on well selected isolation systems. The base isolated building is decomposed into several single-degree of freedom systems, the first one having the total weight of the building is isolated while the remainder when superposed they replicate approximately the behavior of the superstructure. The response of the isolation system is governed by a response spectrum generated for a single isolated mass. The concept of the procedure and its application for the analysis of base isolated structures is illustrated with an example. The present analysis procedure is shown to be accurate enough for the preliminary design and overcomes the limits of applicability of the conventional linear response spectrum analysis.