• Proceedings of the KAIS Fall Conference
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• 2003.06a
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• pp.168-172
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• 2003

건물의 대형화로 인하여 건물의 이력관리 및 자재관리 둥 설비관리 시스템이 중요해지고 있다. 이에 따라, 건물 내의 모든 것의 자동화가 이루어지고 있지만, 기기의 자동화에 비해 업무의 자동화는 미흡한 실정이다 기존의 시스템은 설비업무의 특성상 외부 업무가 많은데 네트워크 지역에서만 전송이 가능하였다. 이로 인하여 문서의 누락이 많았고 업무의 효율성에 문제가 있었다. 본 논문에서는 기존의 설비관리 시스템의 문제점인 네트워크 음영지역에서의 업무의 단절을 극복하기 위하여 모바일 기기에 Oracle Lite를 탐재해서 음영지역에서도 문서를 저장할 수 있게 하여 업무의 효율성을 높이는 것을 목적으로 한다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.32 no.6
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• pp.425-434
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• 2019

It is important to ensure the seismic safety of pile-bent bridges constructed in areas with thick soft ground consisting of various soil layers against seismic motion in these layers. In this study, several synthetic seismic waves that are compatible with the seismic design spectrum for rock sites were generated, and the ground acceleration history of each soil layer was obtained based on ground analyses. Using these acceleration histories, each soil layer was modeled using equivalent linear springs, and multi-support excitation analyses were performed using the input motion obtained at each soil layer. Due to the nonlinear behavior of the soft soil layers, the intensity of the input ground motion was not amplified, which resulted in the elastic behavior of the bridge. In addition, inputting the acceleration history obtained from a particular layer simultaneously into all the ground springs reduced the response. Therefore, the seismic performance of this type of bridge might be overestimated if multi-excitation analysis is not performed.

• Journal of the Korean Magnetics Society
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• v.25 no.4
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• pp.123-128
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• 2015

The iron is an element having a high yield strength, mechanical hardness, good electrical conductivity, and also it has been used in various fields because of ease machining. In bridges have been used tendon made of a steel wire for large loads and light weight. Tension measurement of tendon employed in PreStressed Concrete (PSC) bridge is very important for the bridge safety check. NDT (Non-Destructive Testing) is essential for the safety check, however, magnetic NDT is difficult to apply due to the non-linear magnetization curve and hysteresis loop in the magnetic properties. In this work, for basic study of magnetic NDT application, we have constructed a B-H loop measuring system for 7-strand tendon of which diameter is 15.5 mm, and which can apply tensile stress up to 2.0 GPa. We have measured hysteresis loops of two kinds of tendons under different tensile stress. Amplitude permeability and maximum magnetic induction near knee show the most sensitive and high linearity depends on tensile stress. Relative amplitude permeability was decreased from 500 to 200 and maximum magnetic flux density changed 0.6 T.

• Journal of the Korea Concrete Institute
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• v.26 no.3
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• pp.351-360
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• 2014

The purpose of this research is to introduce the simplified equivalent frame model for the equivalent lateral force procedure, the response spectrum procedure and nonlinear procedure according to ASCE7-10 in order to reduce the time of performance and reasonably evaluate the effect of applying the damping system with the various conditions for the analysis and the variable. In this research, the seismic performance assessment and the design of the damping system were conducted through the nonlinear time history analysis based on the performance based seismic design in ASCE7-10 in regard to applying the damping system to apartment buildings which is lately issued. The optimal design based on the 75% of seismic base shear was performed for an apartment building. The seismic performance assessment were conducted to check the safety of the building, and the economic evaluation was performed by comparing the amount of resource for the optimal designed building with the amount of resource for the original building. In addition, hysteresis dampers was applied to the apartment building, and the suggested equivalent frame model was performed using the damping system design in ASCE7-10, then its control effects were proved in the full scale model of the apartment building which was used in this research.

• Ecology and Resilient Infrastructure
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• v.6 no.4
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• pp.236-242
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• 2019

In this study, we developed the system that can collect and store environmental disaster data into the database and use it for environmental disaster management by converting structured and unstructured documents such as images into electronic documents. In the 4th Industrial Revolution, various intelligent technologies have been developed in many fields. Environmental disaster information is one of important elements of disaster cycle. Environment disaster information management refers to the act of managing and processing electronic data about disaster cycle. However, these information are mainly managed in the structured and unstructured form of reports. It is necessary to manage unstructured data for disaster information. In this paper, the intelligent generation approach is used to convert handout into electronic documents. Following that, the converted disaster data is organized into the disaster code system as disaster information. Those data are stored into the disaster database system. These converted structured data is managed in a standardized disaster information form connected with the disaster code system. The disaster code system is covered that the structured information is stored and retrieve on entire disaster cycle. The expected effect of this research will be able to apply it to smart environmental disaster management and decision making by combining artificial intelligence technologies and historical big data.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.13 no.3
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• pp.373-384
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• 2000

To assess the safety of nonlinear steel frame structures subjected to short duration dynamic loadings, especially seismic loading, a nonlinear time domain reliability analysis procedure is proposed in the context of the stochastic finite element concept. In the proposed algorithm, the finite element formulation is combined with concepts of the response surface method, the first order reliability method, and the iterative linear interpolation scheme. This leads to the stochastic finite element concept. Actual earthquake loading time-histories are used to excite structures, enabling a realistic representation of the loading conditions. The assumed stress-based finite element formulation is used to increase its efficiency. The algorithm also has the potential to evaluate the risk associated with any linear or nonlinear structure that can be represented by a finite element algorithm subjected to seismic loading or any short duration dynamic loading. The algorithm is explained with help of an example and verified using the Monte Carlo simulation technique.

• Journal of the Earthquake Engineering Society of Korea
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• v.3 no.2
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• pp.55-66
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• 1999

Eight RC bridge plers have been made on a 1/3.4 scale model and have been tested in a quasi-static cyclic load so as to investigate their seismic performance. The ultimate objective of this experimental study is to investigate the hysteretic behavior of reinforced concrete plers, which have been widely used for urban transportation facilities in Korea. Improtant test parameters are hoop ratio, axial load, load pattern, and etc. And noninear behaviors of test columns have been evaluated through their yield and ultimate strength, energy dissipation, ductility and load-deflection characteristics under quasi-static cyclic loads. From the quasi-static tests on 8 bridge piers, it is concluded that energy dissipation, ultimate strength and curvature for a given displacement factor ${\mu}={\Delta}/{\Delta}_y$ are higher for the seismically designed columns than for the nonseismically designed columns.

• JOURNAL OF ELECTRICAL WORLD
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• s.274
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• pp.66-71
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• 1999

최근 사업용 화력발전설비의 건설에서는 이제까지의 실적 중시 시스템구축 경향에서 벗어나, 적은 인원에 의한 중앙집중감시의 고도화와 건설비저감 경향에 따라 신기술 특히 디지털기기의 응용을 지향한 주요 전기기기의 합리화가 급속하게 추진되고 있다. 또 제어로직의 소프트웨어화, 신호 전송화의 확대는 설비의 고도화$\cdot$합리화의 양면에서 우위를 차지하고 있다. 사업용 화력발전설비는 고신뢰성과 고가동률이 요구되어 전력의 안정공급에 있어 중핵을 담당하고 있다. 발전기와 여자제어장치, 발전소 감시제어시스템은 발전소단위의 고기능화, 전력계통 안정화를 위한 협조제어 등에 있어서 중요한 역할을 담당하고 있다. 화력발전소의 감시는 적은 인력을 중앙에 집중 배치하여 일괄감시$\cdot$제어하는 경향이 확산되어, 감시$\cdot$조작$\cdot$이력관리 기능의 고도화와 작업환경의 정비가 급속하게 진전되고 있다. 여기에는 적어도 최근의 디지털기기 응용확대가 크게 기여했으며, 이러한 것들이 신뢰성을 확보한 토털시스템 구축이라는 발전소 시스템 엔지니어링의 영역확대와 중요성이 커지게 된 요인이라고 할 수 있다. 화력발전소 제어시스템의 고도화는 주요기기의 안정된 운전과도 깊이 관련되어있어 근년의 발전설비 건설에서 중요한 과제의 하나가 되고 있다. 한편, 화력발전소의 감시$\cdot$제어항목은 방대하며, 아울러 급속히 진보해가고 있는 디지털기술을 효율적으로 도입하여 설비의 고도화를 추진해갈 필요성이 날로 커져가고 있다고 생각한다. 여기서는 최근의 발전기의 기술동향과 감시제어시스템의 기술동향을 소개함과 동시에 앞으로의 전망에 대하여 기술한다.

• Proceedings of the Korea Information Processing Society Conference
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• 2015.10a
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• pp.1023-1026
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• 2015

비용 효율적인 소프트웨어 유지보수 방안에 대한 기대가 높다. 본 논문에서는 유지보수 비용을 감소시키기 위해 회귀 테스트에 사용되는 테스트케이스를 효과적으로 우선순위화하는 방안을 제안한다. 테스트케이스를 우선순위화하는 방법으로는 코드의 커버리지를 이용해 테스트케이스의 우선순위를 높이는 방법과 모델 기반 테스트케이스 우선순위화 방법 등 여러 가지 방법이 제안되어 왔다. 본 논문에서는 소스코드, 커밋 로그와 버그리포트의 정보를 이용해 정보검색 기반의 테스트케이스 우선순위화 기법을 제안한다. 변경된 소스코드 이력은 새로운 기능의 업데이트 유무를 확인 할 수 있으며, 결함으로 수정된 파일을 추측할 수 있다. 버그 리포트는 소스코드의 결함에 대한 정보를 담고 있다. 제안한 방법의 유효성을 확인하기 위해 오픈소스 프로젝트(Joda-Time, Commons-Lang)를 이용해 실험을 진행하였다. 실험을 통해 소스코드, 커밋 로그와 버그리포트로 테스트케이스 우선순위화 방법의 유효성을 확인했으며, 버그리포트를 적용해 테스트케이스 우선순위화 기법을 이전 연구에 비해 최대 8% 향상된 결과를 확인 할 수 있었다.

• Nuclear Engineering and Technology
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• v.25 no.2
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• pp.237-247
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• 1993

Activity ratio of two radioactive primary fission products which had sufficiently different half-lives was expressed as functions of cooling time and irradiation histories in which average burnup, irradiation time, cycle interval time and the dominant fissile material of the spent fuel were included. The gamma-ray spectra of 36 samples from 6 spent PWR fuel assemblies irradiated in Kori unit-1 reactor were obtained by a spectrometric system equipped with a high purity germanium gamma-ray detector. Activity ratio $^{l44}$Ce $^{l37}$Cs, analyzed from each spectrum, was used for the calculation of cooling time. The results show that the radioactive fission products $^{l44}$Ce and $^{l37}$Cs are considered as useful monitors for cooling time determination because the estimated cooling time by detection of activity ratio $^{l44}$Ce $^{l37}$Cs agreed well with the operator declared cooling time within relative difference of $\pm$5 % despite the low counting rate of the gamma-ray of $^{l44}$Ce (about 10$^{-3}$ count per second). For the samples with several different irradiation histories, the determined cooling time by modeled irradiation history showed good agreement with that by known irradiation history within time difference of $\pm$0.5 year. From this result, it would be expected to be possible to estimate reliably the cooling time of spent nuclear fuel without the exact information about irradiation history. The feasibility study on identification of and/or sorting out spent nuclear fuel by applying the technique for cooling time determination was also performed and the result shows that the detection of activity ratio $^{l44}$Ce $^{l37}$Cs by gamma-ray spectrometry would be usefully applicable to certify spent nuclear fuel for the purpose of safeguards and management in a facility in which the samples dismantled or cut from spent fuel assemblies are treated, such as the post irradiation examination facility.mination facility.