• Journal of the Korean Geotechnical Society
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• v.34 no.8
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• pp.15-26
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• 2018

Recently, as the seismic performance based design methods have been introduced, dynamic numerical analyses need to be performed to evaluate the actual performance of structures under earthquakes. The verification of the numerical modeling is the most important for the performance based design. Therefore, 2-dimensional numerical analyses were performed to simulate the seismic behavior of a pile-supported structure, to provide the proper numerical modeling and to determine of input parameters. A dynamic centrifuge test of a pile group in dry loose sand was simulated to verify the applicability of the numerical model. The numerical modeling was carefully made to reflect the actual condition of the centrifuge test including dynamic soil properties, soil-pile interaction, boundary condition, the modeling of the group pile and structure and so on. The predicted behavior of the numerical analyses successfully simulated the acceleration variation in ground, the moment and displacement of the pile, and the displacement and acceleration of the structure. Therefore, the adopted numerical modeling and the input parameters can be used to evaluate the seismic performance of pile groups.

• Journal of Intelligence and Information Systems
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• v.13 no.1
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• pp.91-105
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• 2007

This research suggests a recommendation system that enables bidirectional communications between the user and system using a utility range-based product recommendation algorithm in order to provide more dynamic and personalized recommendations. The main idea of the proposed algorithm is to find the utility ranges of products based on user specified preference information and calculate the similarity by using overlapping probability of two range values. Based on the probability, we determine what products are similar to each other among the products in the product list of collaborative companies. We have also developed a Web-based application system to recommend similar products to the customer. Using the system, we carry out the experiments for the performance evaluation of the procedure. The experimental study shows that the utility range-based approach is a viable solution to the similar product recommendation problems from the viewpoint of both accuracy and satisfaction rate.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.44 no.9
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• pp.825-832
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• 2016

This paper describes the development of a data bus analyzer for use in avionics systems integration test. The data bus analyzer is equipped with MIL-STD-1553B, CAN and Ethernet interface cards which is incorporated in a majority of the avionics systems to accommodate a variety of interfaces. It has an individual hardware for a capture engine and a analyzing engine in order to perform the collection and the analysis of the bus data at the same time efficiently. It provides a data display function of the grid, 2-dimensional and 3-dimensional form to increase the data analysis efficiency. Verification of the data bus analyzer was carried out module unit testing and inter-module integration testing on the basis of the test procedures. Verification of interlocking requirement and usefulness of developed equipment was confirmed through an integration test result performed on a system integration laboratory of aircraft which is an actual testing environment.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.321-326
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• 2012

장기유출모형을 이용하여 농업용저수지 유입량을 예측하고 농업용수 필요수량 및 홍수기 저수지 홍수조절을 통한 방류량 데이터를 이용하여 장기간에 대한 농업용저수지 저수율을 계산하였다. 계산결과와 실측 저수율 데이터의 비교 검증을 통하여 모형의 적용성을 평가하였다. 대상유역은 담양댐 지점이며 유역면적은 $47.2km^2$ 이며 주 하천 연장은 12.0km 이다. 담양댐은 저수용량에 비하여 유역면적이 작기 때문에 댐 계획 당시 순창군 구림면에 유역면적 $18.4km^2$ 인 2개의 보를 축조하여 유역변경방식으로 간접유역 유출량을 비관개기 및 홍수시에 도수하며 최대 도수량은 $10m^3/s$이다. 장기유출모의는 한국수자원공사(2001)에서 수행한 전역최적화기법인 콤플렉스 혼합진화기법을 통하여 추정된 나주지점의 모형보정 성과를 활용하였으며 모의기간은 1981-2010년(30년)이다. 장기유출모의 결과 담양댐 유역의 평균 유출율은 67% 인 것으로 분석되었다. 농업용수 필요수량은 한국농촌공사에서 산정한 연도별 필요수량 산정결과를 이용하여 실측 농업용수 월별 방류량 자료를 기준으로 관개개간인 4월 21일-9월 20일(163일)동안 월별로 분배하여 적용하였다. 홍수조절은 기존 댐 상시만수위, 홍수기제한수위 데이터를 근거로 운영하였다. 일별저수지 운영모형은 미공병단의 HEC-5 모형을 이용하였으며 한국농어촌공사 농촌용수종합 정보시스템(RAMIS)의 댐 일별 저수율 현황과 기존저수지 일별 저수지 모의운영결과를 비교 검증하였다. 모형수행결과 실측저수율과 모형수행결과의 상관계수는 0.93 인 것으로 분석되었다. 연구결과, 장기유출모의 결과와 연계하여 농업용수, 하천유지용수, 홍수조절을 고려한 저수지 운영을 통하여 비교적 정확하게 농업용저수지 저수율을 예측할 수 있을 것으로 판단된다. 본 연구성과를 바탕으로 농업용저수지의 장기적인 용수수급현황을 예측하여 효율적인 용수공급계획을 수립할 수 있을 것으로 기대된다.

• Journal of KIISE:Information Networking
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• v.33 no.1
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• pp.49-58
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• 2006

When the movement of a node breaks the route in ad-hoc network, on-demand routing protocol performs the local route recovery or a new route search for the route maintenance. And when it performs the new route search or the local search, the packet which is transmitted can be delayed. There are ARMP and RPAODV as the methods reducing the delay resulted from the route-breakage. They predict the route-breakage and construct an alterative local route before the occurrence of the route-breakage. When the link state is unstable, the success rate of the alternative local route that can avoid the route-breakage can give a direct effect on the route-breakage and the transmission delay, To estimate the performance of routing protocols avoiding route-breakage, we suggest the numerical formulas of AODV, the representative on-demand routing protocol, and ARMP, RPAODV. To verify the efficiency and accuracy of the proposed numerical formulas, we analysis and compare with the results of the computer simulation and that of the numerical formulas.

• Journal of Convergence for Information Technology
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• v.12 no.2
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• pp.142-148
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• 2022

In this paper, the weight reduction design of the yaw gearbox for wind turbine was performed through the finite element analysis method, and the stability was checked by performing the critical speed analysis. The weight reduction product can improve engine efficiency, save parts materials, and earn economic benefits. The yaw gearbox is lightweighted with the goal of achieving a safety rate of 1.3 or higher for wind turbine as indicated by IEC61400-1. In order to reduce the weight of the carrier, a topology optimization method was performed. The safety factor was verified by performing finite element analysis on the carrier. In addition, the housing and carrier were modeled using the finite element method, and the gear train was modeled using MASTA. For the yaw gearbox, the housing and carrier FE model and the gear train model were connected by the partial structural synthesis method to perform the rotational vibration analysis. Vibration excitation sources are mass unbalance and gear mesh frrequemcy, and as a result of the critical speed analysis, it was found that there was no resonance within the operating speed range.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.31 no.4
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• pp.199-206
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• 2018

In this study, numerical analysis is applied to a two - dimensional model for verifying the general finite element program, Abaqus' s extended finite element method(XFEM). The cohesive element model used in the existing research has a limitation in simulating the actual crack because of the disadvantage that the crack path should be predicted and the element should be inserted. For this reason, the extended finite element method(XFEM), which predicts the path of cracks based on the directionality and specificity of stress, is emerging as a new solution in crack analysis. The validity of the XFEM application was confirmed by comparing the cohesive element analysis with the XFEM analysis by applying the crack path to the self - evident two - dimensional model. Numerical analysis confirms stress distribution and stress specificity immediately before crack initiation and compares it with actual crack initiation path. Based on this study, it is expected that cracks can be simulated by performing actual crack propagation analysis of complex models.

• Journal of the Korean Geotechnical Society
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• v.28 no.12
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• pp.111-122
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• 2012

Resistivity seismic dilatometer (RSDMT) system is introduced. The resistivity module for obtaining resistivity-depth plot and seismic module for obtaining wave velocity-depth plot are attached to the conventional flat dilatometer testing equipment. To enhance the reliability and repeatability of seismic part in RSDMT, automatic testing system including automatic surface source, PC based data acquisition system and operating program was constructed. To obtain real resistivity value of soil, geometric factor for the array of electrodes in RSDMT was derived empirically. The verification studies for the developed RSDMT system were performed with SPT, CPTu, bender element test and DC resistivity survey. Through one penetration of RSDMT, various soil parameters were obtained and the reliability and repeatability of developed RSDMT system could be checked.

• Journal of Korean Society of Environmental Engineers
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• v.31 no.3
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• pp.223-231
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• 2009

This study intends to develop a GIS-based environmental assesment technique for environmental friendly road route plan using a spatial analysis function. After embodying an impact range based on the analysis of factors which cause the environmental damage by the road construction, a literature survey on a diverse grading cases and legal regulations was conducted. As a quantitative model for the spatial analysis, AHP was selected. As the environmental assessment, 8 items such as topography & geology, animals & plants, soil ecology, water quality, air quality, noise, land use, and landscape were selected. and then finally classified into three-grades using a pairwise comparison of the alate collected by a questionnaire surveying, weighting values were applied to there 8 items. The highest weight value, the grade 1 among eight was 0.191 for animals & plants. As the result of verifying the above method for the case region, the most environment-friendly road route could be generated.

• The KIPS Transactions:PartD
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• v.11D no.2
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• pp.387-396
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• 2004

Qualify of software development project is very important in complex and large domestic software market. Software development companies are eager to Bet some quality certification such as CMM certification. However, reliability and effectiveness of CMM certification tomes into question. This study explores the relationships between software project Quality (and some organizational performance) and organization's CMM certification. The result shows no strong relationships between project quality and CMM certification. This may imply that an incremental improvement of project process plays a more important role than certification process itself.