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고강도 전단철근을 사용한 철근콘크리트 전단벽체-기초계면에서의 전단마찰 거동특성에 대한 해석적 연구 (Analytical Study on Behavior Characteristic of Shear Friction on Reinforced Concrete Shear Wall-Foundation Interface using High-Strength Reinforcing Bar)

  • 천주현;이기호;백장운;박홍근;신현목
    • 콘크리트학회논문집
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    • 제28권4호
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    • pp.473-480
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    • 2016
  • 본 연구에서는 550 MPa급 고강도 철근을 사용한 낮은 형상비를 갖는 철근콘크리트 전단벽체의 벽체-기초 접합부에서의 전단마찰 파괴거동을 평가하기 위한 해석적 방안을 마련하는 것을 목표로 한다. 형상비, 경계면에서의 마찰계수, 배근상세, 각 방향으로의 철근비, 재료물성 등의 다양한 변수를 갖는 총 16개의 실험체를 검증 대상으로 선정하여 저자 등에 의해 개발된 비선형 유한요소해석 프로그램(RCAHEST)에 콘크리트 구조설계기준(2012)과 CEB-FIP Model code 2010을 바탕으로 경계면에서 수정된 전단마찰 구성관계식을 적용하여 해석을 수행하였다. 최대 하중에 대한 실험과 해석으로부터의 결과는 평균과 변동계수가 각각 1.04와 17% 정도로 예측하였고 일부 실험체를 제외하고 파괴모드와 파괴시까지의 전반적인 거동 특성을 적절히 평가하였다. 결과를 종합해 볼 때, 수정된 전단마찰 구성관계식을 적용한 해석프로그램은 해석 결과에 비교적 높은 신뢰도를 확보하고 있는 것으로 판단된다.

스마트 모바일 어플리케이션을 이용한 건설 자재 관리 (Construction Material Management Using Smart Mobile Computing)

  • 이광표;이현수;박문서;김의준
    • 한국건설관리학회논문집
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    • 제12권4호
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    • pp.59-69
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    • 2011
  • 최근 건설 공사가 대형화, 복잡화되어 감에 따라 건설 산업에서는 Information Technology (IT) 기술의 도입을 통한 생산성 향상을 추구하며, 보다 효율적인 건설 관리 방안을 도출하고자 한다. 이러한 배경을 바탕으로 다양한 종류의 건설 관리시스템 (Project Management System)이 도입되고 있으며, 이와 더불어 Personal Digital Assistant (PDA), Bar Code, Radio Frequency Identification (RFID), Web Camera 등의 다양한 IT 기술이 적용되고 있는 상황이다. 그러나 이와 같은 기술들은 실시간 정보처리 기술의 부족, 건설 현장과 관리 오피스의 이원화 등으로 인하여 정보의 재작업 및 비효율성을 초래하여, 데이터의 저장 및 데이터베이스 (Database) 기능을 제외한 부분에서는 오히려 건설 생산성을 저해시키고 있는 상황이다. 이에 본 연구는 설문조사를 바탕으로 기존 관리상의 문제점을 파악하고, 요구사항 분석을 통하여 기능을 도출함으로써 건설 자재 관리 부문에 있어 건설 현장 내 적용성이 뛰어난 어플리케이션을 개발하고자 한다. 본 연구에서 개발하고자 하는 건설 자재 관리 어플리케이션은 정보의 자동 입력, 자재 정보의 실시간 처리 및 확인, 조달 자재 위치 확인을 가능하게 하여 건설 현장과 관리 오피스 간의 이원화 문제를 해결하도록 한다. 이와 더불어 최신 IT 디바이스 (Device)인 스마트폰의 건설 현장 내 도입 가능성 및 적용성을 확인해 보고자 한다.

고강도 확대머리 이형철근의 정착길이 효과에 관한 실험적 연구 (Development Length Effects of High Strength Headed Bar)

  • 문정호;오영훈
    • 한국구조물진단유지관리공학회 논문집
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    • 제19권5호
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    • pp.75-82
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    • 2015
  • 본 연구는 고강도 철근을 확대머리 이형철근으로 사용하는 경우 정착길이 효과에 관한 실험 연구이다. 현행 기준에서는 확대머리 이형철근의 정착길이를 산정하는 식에서 철근의 설계기준강도를 400 MPa로 한정하고 있다. 고강도 철근에 대한 연구결과가 충분하지 않기 때문에 이러한 규정이 명시된 것이다. 따라서 본 연구에서는 설계기준 항목강도 600 MPa의 철근으로 확대머리 이형철근을 제작하여, 변수별 실험연구를 수행하였다. 실험은 철근의 정착길이, 철근의 개수, 그리고 확대머리의 형상 등의 변수로 계획하였다. 실험체는 정착길이가 긴 L형과 정착길이가 짧은 S형으로 분류하고, 확대머리의 형상은 원판형(A형)과 원뿔형(B형)으로 구분하였다. L형 실험체는 원판형 확대머리를 대상으로 철근 개수가 1~3으로 변하는 3개의 실험체와 S형 실험체는 원판과 원뿔형 확대머리 형상에 대하여 정착길이를 L형의 50%, 45%, 40%, 35%로 변화한 실험체를 계획하였다. L형(LA형) 3개, SA형 4개, SB형 4개 등 총 11개의 실험체를 인발실험을 하였다. 실험결과는 콘크리트구조기준(부록 II)의 정착길이 산정 규정에 따라 평가하였으며, 그 결과 항복강도 600 MPa의 철근을 사용한 확대머리 이형철근은 현행기준의 설계식을 적용하여 설계할 수 있음을 보였다.

정보시스템 성공모형을 기반으로 한 모바일월렛 지속사용의도에 미치는 영향 요인 분석 (Analysis of Factors Affecting Intention of Continuous Use for Mobile Wallet Based on the Information System Success Model)

  • 전선호;강주영;임재익
    • 한국IT서비스학회지
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    • 제13권4호
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    • pp.325-340
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    • 2014
  • Mobile payment system using NFC attracted attention as the mobile payment market grows due to the fast diffusion of smart phones. However, non NFC mobile payment recently appeared because of the slow growth of infrastructure for NFC. With advent of Non NFC mobile payment applications, mobile payment industry is in developing trend. Non NFC mobile payment revitalizes the market by overcoming the limit of NFC with the smart applications using bar code and QR code payment, and providing various discounts, membership benefits and payment information. Therefore, this paper analyzed the intention of continuous use with the quality of mobile payment application based on the information system success model. Three categories of factors which are system quality, service quality, and information quality were used. We verified the significance of the factors affecting the intension of continuous use. mainly, quality of information was considered as an important factor of continuous Intention to Use. Also, unlike previous NFC, it was found that in Non-NFC, compatibility might not be as important factor. Moreover, we suggest a marketing strategy of companies for mobile payment industry which focus on information quality. and future research directions for non NFC payment market.

KSTAR(Korea Superconducting Tokamak Advanced Research) 냉각 시스템에 대한 열해석 연구 (A Study on Thermo-Hydraulic Analysis for KSTAR(Korea Superconducting Tokamak Advanced Research) Cooling Line System)

  • 김홍원;하지수;김대순;이종석;최창호
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.296-301
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    • 2003
  • A study on the engineering design and numerical thermo-hydraulic analysis for KSTAR TF coil structure cooling system has been conducted. The numerical analyses have been done to verify the engineering design of cooling using the commercial code, FLUENT and in-house code for calculating helium properties which varies with cooling tube's heat transfer. Through the engineering design process based on the steady heat balance concepts, the circular stainless steel tube with inner diameter of 4 mm for TF coil has been selected as cooling tube. From normal operation mode analysis results, total 28 cooling tubes were finally chosen. Also, three dimensional cool down analysis for TF coil with designed cooling tube was satisfied with next three design criteria. First is cooling work termination within a month, second is maximum temperature difference within 50 K in TF coil structure and third is exit helium pressure above 2 bar. Consequently, these cool down scenario results can afford to adopt as operating scenario data when KSTAR facilities operate.

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RFID를 이용한 U-Museum 시스템 설계 및 구현 (Design and Development of U-Museum System by utilizing RFID)

  • 김병우;변영철;이동철
    • 한국정보통신학회논문지
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    • 제11권3호
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    • pp.634-639
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    • 2007
  • 끊임없이 변화하는 오늘날의 상황에 빗대어 볼 때 전시물의 관리방법은 혁신적인 변화가 이루어 지지 않았다. 이런 문제점을 해결하기 위하여 RFID 시스템을 이용하여 관리자가 실시간으로 전시물을 관리하는데 도움을 줄 수 있는 "RFID를 활용한 U-Museum 시스템"을 설계하고 프로토타입을 개발하였다. 이 시스템은 각 전시물에 900MHz 대역의 수동형 태그를 부착하고 태그를 인식하는 이동형 리더기를 이용하여 관리자는 전시물의 모든 정보를 실시간으로 확인 할 수 있게 함으로써 관리자가 전시물을 관리하는데 효율성을 높이는 것이 목적이다.

Validation of UNIST Monte Carlo code MCS using VERA progression problems

  • Nguyen, Tung Dong Cao;Lee, Hyunsuk;Choi, Sooyoung;Lee, Deokjung
    • Nuclear Engineering and Technology
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    • 제52권5호
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    • pp.878-888
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    • 2020
  • This paper presents the validation of UNIST in-house Monte Carlo code MCS used for the high-fidelity simulation of commercial pressurized water reactors (PWRs). Its focus is on the accurate, spatially detailed neutronic analyses of startup physics tests for the initial core of the Watts Bar Nuclear 1 reactor, which is a vital step in evaluating core phenomena in an operating nuclear power reactor. The MCS solutions for the Consortium for Advanced Simulation of Light Water Reactors (CASL) Virtual Environment for Reactor Applications (VERA) core physics benchmark progression problems 1 to 5 were verified with KENO-VI and Serpent 2 solutions for geometries ranging from a single-pin cell to a full core. MCS was also validated by comparing with results of reactor zero-power physics tests in a full-core simulation. MCS exhibits an excellent consistency against the measured data with a bias of ±3 pcm at the initial criticality whole-core problem. Furthermore, MCS solutions for rod worth are consistent with measured data, and reasonable agreement is obtained for the isothermal temperature coefficient and soluble boron worth. This favorable comparison with measured parameters exhibited by MCS continues to broaden its validation basis. These results provide confidence in MCS's capability in high-fidelity calculations for practical PWR cores.

Seismic performance of RC frame having low strength concrete: Experimental and numerical studies

  • Rizwan, Muhammad;Ahmad, Naveed;Khan, Akhtar Naeem
    • Earthquakes and Structures
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    • 제17권1호
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    • pp.75-89
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    • 2019
  • The paper presents experimental and numerical studies carried out on low-rise RC frames, typically found in developing countries. Shake table tests were conducted on 1:3 reduced scaled two-story RC frames that included a code conforming SMRF model and another non-compliant model. The later was similar to the code conforming model, except, it was prepared in concrete having strength 33% lower than the design specified, which is commonly found in the region. The models were tested on shake table, through multiple excitations, using acceleration time history of 1994 Northridge earthquake, which was linearly scaled for multi-levels excitations in order to study the structures' damage mechanism and measure the structural response. A representative numerical model was prepared in finite element based program SeismoStruct, simulating the observed local damage mechanisms (bar-slip and joint shear hinging), for seismic analysis of RC frames having weaker beam-column joints. A suite of spectrum compatible acceleration records was obtained from PEER for incremental dynamic analysis of considered RC frames. The seismic performance of considered RC frames was quantified in terms of seismic response parameters (seismic response modification, overstrength and displacement amplification factors), for critical comparison.

CONSTRUCTION MATERIAL MANAGEMENT USING SMART MOBILE COMPUTING

  • Kwang-Pyo Lee;Hyun-Soo Lee;Moonseo Park
    • 국제학술발표논문집
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    • The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
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    • pp.221-228
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    • 2011
  • As construction works have become larger and more complex, improving productivity by introducing Information Technology (IT) is pursued and more effective construction management is needed in construction industry. In this circumstance, many different kinds of project management system is being introduced, and various IT technologies are applied such as Personal Digital Assistant (PDA), Bar Code, Radio Frequency Identification (RFID), Web Camera, and so on. However, these kinds of technologies might cause re-processing of information and ineffectiveness of project because of lack of real time information processing technology or separation between construction sites and management offices. Meanwhile, these technologies rather decrease the construction productivity except for the data saving and database function. Therefore, this research aims to develop Application that can be applied efficiently for construction material management, by understanding problems of former management system with questionnaires and extracting functions with analysis of requirements. In virtue of the construction material management Application which will be developed in this study, it will be possible to input information automatically, to process and check material information in real time, and to identify the location of necessary material. Then, the problem of separation between construction sites and management offices are solved, and as a result, more efficient management of materials in construction sites will become possible. At the same time, this study will investigate the possibility and applicability of new IT device, Smart Phone to construction sites.

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Effect of two way thermal hydraulic-fuel performance coupling on multicycle depletion

  • Awais Zahur;Muhammad Rizwan Ali;Deokjung Lee
    • Nuclear Engineering and Technology
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    • 제55권12호
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    • pp.4431-4446
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    • 2023
  • A Multiphysics coupling framework, MPCORE, has been developed to analyze safety parameters using the best estimate codes. The framework contains neutron kinetics (NK), thermal hydraulics (TH), and fuel performance (FP) codes to analyze fuel burnup, radial power distribution, and coolant temperature (Tbc). Shuffling and rotation capabilities have been verified on the Watts Bar reactor for three cycles. This study focuses on two coupling approaches for TH and FP modules. The one-way coupling approach involves coupling the FP code with the NK code, providing no data to the TH modules but getting Tbc as boundary condition from TH module. The two-way coupling approach exchanges information from FP to TH modules, so that the simplified heat conduction solver of the TH module is not used. The power profile in both approaches does not differ significantly, but there is an impact on coolant and cladding parameters. The one-way coupling approach tends to over-predict the cladding hydrogen concentration (CHC). This research highlights the difference between one-way and two-way coupling on critical boron concentration, Tbc, CHC, oxide surface temperature, and pellet centerline temperature. Overall, MPCORE framework with two-way coupling provides a more accurate and reliable analysis of safety parameters for nuclear reactors.