• Title/Summary/Keyword: 연속구조

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A Query Index for Processing Continuous Queries over RFID Tag Data (RFID 태그 데이타의 연속질의 처리를 위한 질의 색인)

  • Seok, Su-Wook;Park, Jae-Kwan;Hong, Bong-Hee
    • Journal of KIISE:Databases
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    • v.34 no.2
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    • pp.166-178
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    • 2007
  • The ALE specification of EPCglobal is leading the development of RFID standards, includes the Event Cycle Specification (ECSpec) describing how long a cycle is, how to filter RFID tag data and which reader is interested in. The ECSpec is a specification for filtering and collecting RFID tag data. It is registered to a middleware for long time and is evaluated to return results satisfying the requirements included in it. Thus, it is quite similar to the continuous query. It can be transformed into a continuous query as its predicate in WHERE clause is characterized by the long interval. Long intervals cause problems deteriorating insertion and search performance of existing query indices. In this paper, we propose a TLC-index as a new query index structure for long interval data. The TLC-index has hybrid structure that uses the cell construct of CQI-index with the virtual construct of VCR-index for partitioning long intervals. The TLC-index can reduce the storage cost and improve the insertion performance through decomposing long intervals into one or more cell constructs that have long size. It can also improve the search performance through decomposing short intervals into one or more virtual constructs that have short size enough to fit into those intervals.

Efficient Structure-Oriented Filter-Edge Preserving (SOF-EP) Method using the Corner Response (모서리 반응을 이용한 효과적인 Structure-Oriented Filter-Edge Preserving (SOF-EP) 기법)

  • Kim, Bona;Byun, Joongmoo;Seol, Soon Jee
    • Geophysics and Geophysical Exploration
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    • v.20 no.3
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    • pp.176-184
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    • 2017
  • To interpret the seismic image precisely, random noises should be suppressed and the continuity of the image should be enhanced by using the appropriate smoothing techniques. Structure-Oriented Filter-Edge Preserving (SOF-EP) technique is one of the methods, that have been actively researched and used until now, to efficiently smooth seismic data while preserving the continuity of signal. This technique is based on the principle that diffusion occurs from large amplitude to small one. In a continuous structure such as a horizontal layer, diffusion or smoothing is operated along the layer, thereby increasing the continuity of layers and eliminating random noise. In addition, diffusion or smoothing across boundaries at discontinuous structures such as faults can be avoided by employing the continuity decision factor. Accordingly, the precision of the smoothing technique can be improved. However, in the case of the structure-oriented semblance technique, which has been used to calculate the continuity factor, it takes lots of time depending on the size of the filter and data. In this study, we first implemented the SOF-EP method and confirmed its effectiveness by applying it step by step to the field data. Next, we proposed and applied the corner response method which can efficiently calculate the continuity decision factor instead of structure-oriented semblance. As a result, we could confirm that the computation time can be reduced by about 6,000 times or more by applying the corner response method.

Continuum Based Plasticity Models for Cubic Symmetry Lattice Materials Under Multi-Surface Loading (다중면 하중하에 정방향 대층구조를 가진 격자재료의 연속적인 소성모델)

  • Seon, Woo-Hyun;Hu, Jong-Wan
    • Journal of the Korean Society for Advanced Composite Structures
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    • v.2 no.3
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    • pp.1-11
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    • 2011
  • The typical truss-lattice material successively packed by repeated cubic symmetric unit cells consists of sub-elements (SE) proposed in this study. The representative continuum model for this truss-lattice material such as the effective strain and stress relationship can be formulated by the homogenization procedure based on the notation of averaged mechanical properties. The volume fractions of micro-scale struts have a significant influence on the effective strength as well as the relative density in the lattice plate with replicable unit cell structures. Most of the strength contribution in the lattice material is induced by axial stiffness under uniform stretching or compression responses. Therefore, continuum based constitutive models composed of homogenized member stiffness include these mechanical characteristics with respect to strength, internal stress state, material density based on the volume fraction and even failure modes. It can be also recognized that the stress state of micro-scale struts is directly associated with the continuum constitutive model. The plastic flow at the micro-scale stress can extend the envelope of the analytical stress function on the surface of macro-scale stress derived from homogenized constitutive equations. The main focus of this study is to investigate the basic topology of unit cell structures with the cubic symmetric system and to formulate the plastic models to predict pressure dependent macro-scale stress surface functions.

A validity study on SSI analysis by comparing the complete system model and the underground structure fixed-end model (연속체 모델과 지하구조물 고정단 모델의 비교를 통한 SSI 해석의 타당성 연구)

  • You, Kwang-Ho;Kim, Seung-Jin
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.5
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    • pp.757-772
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    • 2018
  • Recently, earthquakes have occurred in large cities such as Gyeongju and Pohang, and seismic analysis studies have been actively conducted in various fields. However, since most of the previous seismic analyses have dealt with ground structures and the ground separately, there is a lack of a study on the complete soil-structure dynamic interaction. Therefore, in this study, a sensitivity analysis is conducted with MIDAS GEN and MIDAS GTS NX to apply the underground structure fixed-end model considering only the building and the complete system model considering both the building and the ground, respectively and the validity of dynamic analysis considering SSI is examined. As a result of the study, in most conditions it is found that the maximum horizontal displacement of the tall building in case of the underground structure fixed-end model is estimated to be smaller, the bending stress is larger, and the range of the weak part is smaller than that of the complete system model. Therefore, it is expected to be more reasonable to use the complete system model considering soil-structure interaction in seismic analysis.

Disk Load Balancing Scheme for High Speed Playback of Continuous Media in VOD Server (VOD서버에서 연속 매체의 고속 재생을 위한 디스크 부하 균형 정책)

  • Lee, Seung-Yong;Lee, Ho-Seok;Hong, Seong-Su
    • The Transactions of the Korea Information Processing Society
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    • v.4 no.5
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    • pp.1172-1181
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    • 1997
  • A militimedia data is a data mixed of formatted data like an audio and video. Multimedia data has characteristics that it need large amount of storage,wide network bandwith andreal time responsibolity. Because of these characteristocs, the VOD server and continous media storage server have a disk stripe structure or disk stripe sructure or disk array structure(RAID).In the parallel disk access system,high-speed play-back of continous media using segment interleavung may not ensure Qos pf other cioents because of the concentrated load within some disks. The load concentration of disks is related to both the number of disks in the system and playback rate of contimous media.In this paper. we describe that high-speed playback scheme,which is independent of the number of disk and plyback rate can be achieved by technique of changing the in-teval of access to segnent location.We show the experimental result of this technique in this pater.

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Numerical Investigation for Cumulative Damage Assessment of a One-way RC Slab subjected to Consecutive Explosions (전산수치해석을 이용한 일방향 철근콘크리트 슬래브의 연속폭발 누적피해 평가기법 연구)

  • Ji, Hun;Sung, Seung-Hun;Chong, Jin Wung;Choi, Yoon Soo
    • Journal of the Korea Society for Simulation
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    • v.29 no.2
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    • pp.119-127
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    • 2020
  • This study numerically investigated a structural behavior subjected to consecutive explosions. To this end, a small scale one-way reinforced slab (RC) with fixed-fixed boundary condition was considered as the target structure, and a commercial software, LS-DYNA, was utilized for finite element (FE) analysis. Prior to performing FE analysis, preliminary tests were carried out to verification of a computational model for the one-way RC slab. In the numerical simulation, identical blast loads were consecutively applied to the structure, and cumulative damage assessment were carried out based on its maximum dynamic displacements. As a result of the numerical simulation, it was found that maximum displacements considering permanent deformation due to a prior explosion were almost linearly increased in every explosion until the hazardous damage threshold.

Monitoring of Long-Term Behavior of The Continuous IPC Girder Bridge (IPC거더 연속교의 장기거동 모니터링)

  • Lee, Hong-Woo;Ahn, Jeong-Seang;Kim, Kyoung-Won;Yu, Sang-Hui
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.349-352
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    • 2008
  • IPC girder is more prestressed and has smaller sectional area than the conventional PSC-I type girder due to incremental prestressing along the construction process. The continuous IPC girder bridge may have problems in serviceability and stresses at internal supports because it is very flexible. In this paper, The long-term behavior of the continuous IPC girder bridge is studied through long-term structural analysis and monitoring the deflections. The long-term behavior is monitored right before the introduction of 2nd prestressing that is the construction process different from the conventional PSC-I type girder bridge. The total station of high-precision was used in measuring the deflections. According to the monitoring result so far, the continuous IPC girder bridges does not show remarkable long-term behavior like severe camber or deflection and the measured deflections are very similar to the results of long-term structural analysis.

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The Continuous Speech Recognition with Limited word (제한된 단어를 갖는 우리말 연속 음성 인식)

  • 김석동
    • Proceedings of the Acoustical Society of Korea Conference
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    • 1998.06c
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    • pp.87-90
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    • 1998
  • 이 논문에서 우리는 대규모 어휘를 갖는 연속 음성 인식을 위한 방법을 제시한다. 우리말은 영어와 구조적으로 달라서 대용량 어휘를 갖는 연속 음성을 인식하기 위한 언어모델을 만들기가 매우 어렵다. 언어 모델을 우리말 문장에 적용하기 위해 신문의 사설을 3-gram을 이용하여 처리하였다. 우리의 인식 시스템을 평가하기 위하여 시스템 공학 연구소에서 제공한 낭독 음성을 대상으로 인식률을 계산하였다. 589개의 문장을 대상으로 총 20명이 발음한 3,156개의 문장에 대하여 남자 92.2%, 여자 87.9%의 인식률을 얻었다. 발음사전은 낭독음성과 신문 사설에서 추출한 10K 크기이며 uniphone의 음성모델을 사용하였다.

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Development of a Pseudomorpheme-Based Large Vocabulary Continuous Speech Recognizer (의사형태소 단위 대어휘 연속 음성 인식기 개발)

  • 권오욱
    • Proceedings of the Acoustical Society of Korea Conference
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    • 1998.08a
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    • pp.320-327
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    • 1998
  • 대어휘 연속음성인식을 목표로 개발한 의사형태소 단위의 인식기를 기술하였다. 먼저 의상형태소를 정의하고, 의사형태소 태거를 간단히 기술하며, 의사형태소의 병합에 의한 인식단위 결정방법, 의사형태소 단위 인식기에서 특히 고려되어야 할 음향모델링, 품사 정보를 이용한 언어모델 및 어절규칙의 적용 방안, 의사형태소 단위 인식을 위한 새로운 탐색기 구조를 기술한다. 약 5,500 어절의 인식어휘를 갖는 여행계획 영역의 대화체 연속음성 데이터베이스를 이용하여 초벌 인식실험을 한 결과, 의사형태소 단위의 인식기의 단어인식률은 66.4%, 어절인식률은 60.0%를 나타내었다.

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A Feasibility Study on CCM Totem-pole Boost Bridgeless Power Factor Correction Converters using SiC MOSFET (전류연속모드 토템폴 부스트 역률보상회로에서의 SiC MOSFET 적용 연구)

  • Kim, Dong-Hyun;Choi, Sung-Jin;Lee, Hong-Hee;Jang, Paul
    • Proceedings of the KIPE Conference
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    • 2016.11a
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    • pp.147-148
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    • 2016
  • 토템폴 구조는 브리지리스 부스트 역률보상회로 중에서도 저손실, 고효율, 저비용 그리고 낮은 전도 EMI의 특징으로 인해 많이 사용된다. 토템폴 구조의 역률보상 회로는 내부 다이오드의 역회복 문제로 인해 Si MOSFET을 이용한 전류연속모드 구동할 수 없어 전류 불연속 모드 혹은 임계 도통 모드로 동작시키는 것이 통상적이다. 본 논문에서는 역회복 문제를 해결해 전류연속모드 구동하기 위해 기존 Si MOSFET보다 낮은 역회복 전하(Qrr)와 역회복 시간(Trr)를 가지는 SiC MOSFET을 이용하여 토템폴 역률 보상 회로를 구현하고 이를 시뮬레이션과 실험을 통해 검증했다.

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