• Title/Summary/Keyword: 비이력화

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Research on Coupling Control of Adjacent Buildings under Multiple Hazards (다중재난하중을 받는 인접건물의 연결제어에 대한 연구)

  • Kwag, Shinyoung;Kim, Hyun-Su
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.5
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    • pp.36-41
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    • 2016
  • In this study, numerical analyses were used to investigate the performance of a coupling control method for the dynamic responses of adjacent buildings under multiple hazards. Numerical simulations were done using the earthquake loads of regions with strong seismicity in Los Angeles, California, and the wind loads in regions with strong winds in Charleston, North Carolina. The artificial earthquake and wind loads were made using SIMQKE and Kaimal Spectrum based on ASCE 7-10. Ten-story and twenty-story adjacent buildings were selected as example structures, and nonlinear hysteretic dampers were used to connect them. The Bouc-Wen model was used to model the nonlinear hysteretic dampers. The results show that the proposed control method could effectively reduce the dynamic responses, and the optimal control designs were different for each hazard.

Nonlinear Hysteretic Behavior of Hybrid Steel Beams with Reinforced Concrete Ends (단부 철근콘크리트 중앙부 철골조로 이루어진 혼합구조부의 비선형 이력거동)

  • 이은진;김욱종;문정호;이리형
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.15 no.2
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    • pp.379-387
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    • 2002
  • This paper presents an analytical model on nonlinear hysteretic behavior of hybrid steel beam with reinforced concrete ends. The modeling method and appropriate coefficients with IDARC2D were proposed from the comparison with previous test results. Since the polygonal model of IDARC2D nay overestimate, new analytical model with the initial stiffness reduction coefficient was proposed. The hysteretic coefficients for the analysis of the hybrid steel beam with reinforced concrete ends were also presented. The analytical results were compared with previous experiments. The initial stiffness and the strength were predicted with less than 5% error and 10% error, respectively.

A Production Traceability Information Gathering System based on Handwritten Data Digitalization Technology in Agro-livestock Products (수기정보 전자화 기술 기반의 농축산물 생산이력정보 수집 시스템)

  • Son, Bong-Ki
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.12 no.10
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    • pp.4632-4641
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    • 2011
  • The detailed production traceability information is a fundamental element in successful introduction and revitalization of traceability system. In this paper, we propose a production traceability information gathering system which is based on handwritten data digitalization technology in agro-livestock products. By the proposed system, we can effectively gather the detailed production traceability information with digital pen and the management ledger of paper document type by only writing the ledger. The server of the system generates the same digital image as the ledger and converts the handwritten data into digital text to insert the data into the database. Because the system is superior to data gathering system based on PC, PDA and touch screen in mobility, usability, data input speed, suitability in agro-livestock environment, it is possible to effectively gather traceability information of high quality by users even if they have low information ability and insufficient time to input data. We expect that the handwritten data digitalization technology is used to gather document based information in stage of manufacturing, distribution and marketing. In addition, this technology is applied to implementing advanced traceability system with RFID/USN based systems.

Soil-Water Characteristics and Hysteretic Behaviors on Unsaturated Pavement Subgrades in Test Roads (시험도로 노상토의 불포화 함수특성 및 이력현상)

  • Park Seong-Wan;Shin Gil-Ho;Kim Byeong-Soo
    • International Journal of Highway Engineering
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    • v.8 no.2 s.28
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    • pp.95-104
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    • 2006
  • Hysteresis is a common feature exhibited in hydraulic properties of an unsaturated soil. This study focuses on hysteresis observed in a compacted weathered granite subgrade soils based on the pressure plate laboratory tests. It was found that the Soil-Water Characteristics Curve of a soil is hysteretic and unique. The results also show that the wetting and drying curves predicted using the Fredlund and Xing model is quite close to the laboratory-measured results. For a specific matric suction, water content or coefficient of permeability on a wetting curve is always lower than those found on a drying curve.

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Variation of Asymmetric Hysteresis Loops with Annealing Temperature and Time (열처리 온도와 시간에 따른 비대칭 자기 이력 곡선의 변화)

  • 신경호;민성혜;이장로
    • Journal of the Korean Magnetics Society
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    • v.5 no.4
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    • pp.251-260
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    • 1995
  • It has been reported that Co-based amorphous ferromagnetic alloys annealed in a small magnetic field develop a reproducible, asymmetric hysteresis loop. If the direction of the field during annealing is regarded as +, the magnetization reversal from - to + is smooth and reversible, with its slope determined by the demagnetizing field of the sample. This phenomenon is called the asymmetric magnetization reversal (AMR). The shape of the hyster-esis loop depends sensitively on the condition during the anneal and the alloy composition. Here, we report on the effect of the annealing temperature and time on AMR in a zero magnetostrictive ferromagnetic amorphous alloy. The AMR effect develops in a very short time at a reasonably high temperature, but is stabilized by annealing for a prolonged time.

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Efficient Dynamic Analysis of High-rise Buildings Having Belt Walls Connected by a Sky-Bridge (스카이브릿지로 연결된 벨트월이 있는 고층건물의 효율적인 동적해석)

  • Lee, Dong-Guen;Kim, Hyun-Su;Yang, Ah-Ram;Ko, Hyun
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.22 no.3
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    • pp.231-242
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    • 2009
  • In the design of a sky-bridge, repetitive boundary nonlinear time history analyses are required to accurately predict dynamic behaviors of the connected buildings because the connection systems of a sky-bridge usually have high nonlinearity. If a conventional finite element model for entire high-rise buildings is used for repetitive boundary nonlinear time history analyses, computational efforts could be significant. In this study, an equivalent cantilever model considering the belt-wall effect has been proposed for an efficient dynamic analysis and a performance evaluation of vibration control of high-rise buildings connected by a sky-bridge. To verify the accuracy and efficiency of the proposed equivalent model, boundary nonlinear time history analyses of 49- and 42-story example buildings connected by a sky-bridge have been performed for wind excitation. Based on the analytical results, it has been verified that the proposed equivalent model can provide accurate dynamic responses of building structures connected by a sky-bridge with significantly reduced computational efforts.

Development of Information Visualization Tool using Knowledge Representation (지식 표상 방법을 이용한 정보 검색 시각화 도구 개발)

  • Ji, Hye-Sung;Park, Ki-Nam;Lim, Heui-Seok
    • Journal of Digital Convergence
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    • v.10 no.9
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    • pp.383-390
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    • 2012
  • In this paper, we suggest an information retrieval visualization tool using the knowledge representation method. Information retrieval visualization tool suggested in this paper is designed to automatically extract retrieval intention using user's search history data and visualize extracted retrieval intention in the knowledge representation method structure. A psychological knowledge representation methodology was adopted for schema for retrieval intention representation and its effectiveness has been proved through the behavioral experiments. Result of experiment revealed that information retrieval visualization tool has been improved approximately 39% in user satisfaction compared to existing retrieval method, suggesting a measure to solve re-retrieval problem in the process of information retrieval.

Evaluation of Nonlinear Response for Moment Resisting Reinforced Concrete Frames Based on Equivalent SDOF System (등가 1 자유도계에 의한 철근콘크리트 모멘트 골조구조의 비선형 지진응답 평가법의 검토)

  • 송호산;전대한
    • Journal of the Earthquake Engineering Society of Korea
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    • v.7 no.1
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    • pp.9-16
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    • 2003
  • To evaluate the seismic performance of multistory building structures use an equivalent SDOF model to represent the resistance of the structure to deformation as it respond in its predominant mode. This paper presents a method of converting a MDOF system into an equivalent SDOF model. The principal objective of this investigation is to evaluate appropriateness of converting method through perform nonlinear time history analysis of a multistory building structures and an equivalent SDOF model. The hysteresis rules to be used an equivalent SDOF model is obtained from the pushover analysis. Comparing the peak inelastic response of a moment resisting reinforced concrete frames and an equivalent SDOF model, the adequacy and the validity of the converting method is verified. The conclusion of this study is following; A method of converting a MDOF system into an equivalent SDOF model through the nonlinear time history response analysis is valid. The representative lateral displacement of a moment resisting reinforced concrete frames is close to the height of the first modal participation vector \ulcorner$_1{\beta}$${_1{\mu}}=1$. It can be found that the hysteresis rule of an equivalent SDOF model have influence on the time history response. Therefore, it necessary for selecting hysteresis rules to consider hysteresis characteristics of a moment resisting reinforced concrete frames.

A Implementation of the Inspection Information Management system for the Nuclear Power Plant Heat Exchanger using Client/Server Environment (C/S 환경에서의 원전기기 검사정보 관리시스템 구현)

  • Song, Jae-Ju;Shin, Jin-Ho;Yi, Bong-Jae
    • Proceedings of the KIEE Conference
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    • 2001.07d
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    • pp.2705-2707
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    • 2001
  • 원전 운영에 핵심적인 기기중에 하나인 열교환기는 5,000여개에 달하는 세관들로 구성되어 있다. 이러한 세관은 건전성 유무를 판단키 위해 정기적으로 비파괴검사를 수행하고 있다. 본 논문에서는 비파괴검사 공정결과 생성되는 열교환기 세관 이력 및 상태자료를 데이터베이스화하여 유지 관리하고, 데이터베이스화된 내용을 바탕으로 세관 상태 변화추이를 파악하는 기능과 비 체계화된 모든 세관의 이력정보를 다양한 보고서 형태로 출력할 수 있는 기능 등을 제공하기 위한 "원전기기 검사정보관리시스템" 구현 결과를 소개한다.

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원자로압력용기강 용접열영향부(HAZ)의 샤피시험편 노치 위치설정에 대하여

  • 김주학;변택상;지세환;국일현;홍준화
    • Proceedings of the Korean Nuclear Society Conference
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    • 1996.11b
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    • pp.557-562
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    • 1996
  • 조사전 및 감시시험시 용접열영향부(heat affected zone, HAZ)의 인성평가를 위해 제작되는 샤피(Charpy) 충격시험편의 노치(notch) 위치에 대하여 현재의 규정에 대한 타당성을 검토하였다. 적용규정은 HAZ 시험편의 노치위치를 용접용융선(fusion line, FL) + 모재측 0.8 mm 로 제한하고 있다. 그러나, 본 연구결과, 이 부위는 다층(multipass) 용접시 후속열이력에 의해 결정립이 미세화되어, 인장강도와 경도 및 충격인성이 모재나 용접부에 비하여 양호하게 나타났다. 한편, FL + 4 mm 이상의 다른 위치에서는 강도와 경도 및 충격인성이 모두 모재와 용접부에 비하여 낮은 값을 보였다. 이는 다층용접에 의한 후속열이력 및 용접후열처리(post weld heat treatment, PWHT)에 의해 금속조직학적 영향을 받은 것으로 판단되었다. 일련의 시험결과로부터, 조 사전 및 감시시험용 샤피충격시험편의 HAZ 에 있어서의 노치위치에 대한 현재의 규정을 재검토할 필요가 있음을 제안하였다.

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