• Fire Science and Engineering
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• v.23 no.6
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• pp.82-90
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• 2009

Natural smoke ventilator is one of domestic prescriptive methods to be used to exhaust smoke in case of fire in a high-rise buildings. The goal of this study is to evaluate the stack effect and the smoke exhaust performance in high-rise buildings with the opening of natural smoke ventilators using computer modeling technology, thus to estimate its effectiveness as a tool of smoke exhaust. For this purpose, the pressure differential in a domestic high-rise building with natural smoke ventilators was experimentally measured to analyze the stack effect with the closure or the opening of natural smoke ventilators and to calculate compensated air leakage of the building. Computer modeling based on experimentally measured data was carried out to estimate effectiveness of natural smoke ventilators in high-rise buildings using CONTAMW network program.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.541-545
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• 2012

이 연구에서는 SEEP2D 모형을 사용하여 하부에 투수지반을 갖는 제방 내부의 침투흐름에 대한 수치모의를 수행하였다. 제방의 재료는 4대강사업 낙동강 제2하구둑 건설 현장에서 채취한 시료를 사용하였으며, 입도분석과 들밀도시험을 통해 구한 제방의 건조단위중량과 다짐도 및 제방의 투수계수는 각각 $1.372g/cm^3$, 93%, 1.35 m/day이다. 투수지반층과 1:3 비탈경사를 가지는 제방모형을 제작하여 연직 이차원 정상류 침투해석 모형을 해석하는 SEEP2D 프로그램을 사용하여 나온 결과 값을 수리모형 실험 결과 값과 비교하였다. 모의조건은 0.45 m, 0.50 m, 0.55 m, 0.60 m의 4가지 수위(각각 Case1~4)조건에 대하여 수리모형실험과 동일한 조건을 수치모형에 적용하였다. 수치모형의 결과는 실험결과와 비교적 일치하였지만 제방의 비탈사면이 시작하는 부분에서는 수치모형의 결과 값보다 실험결과 값이 작은 것으로 확인되었다. 각각의 조건별로 수치해와 실험 결과값을 비교해본 결과 대체적으로 비슷한 양상을 보였지만 제방의 비탈사면이 시작하는 지점부터 수치모형의 결과 값보다 실험결과 값이 작은 것으로 확인되었다. Case3의 경우 4.35 m 지점부터 6.00 m 지점까지 유출이 발생하였으며 수치모형의 결과값과 실험결과 값의 차이가 가장 작게 나타났다. 사면유출 길이는 Case4에서 가장 길게 나타났으며 최대 4.10 cm로 발생하였다.

• Journal of Korean Library and Information Science Society
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• v.36 no.2
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• pp.49-68
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• 2005

The purpose of this study is to examine the research trends and their experiment results on the applications of the language models for information retrieval. We reviewed the previous studies with the following categories: (1) the first generation of language modeling information retrieval (LMIR) experiments which are mainly focused on comparing the language modeling information retrieval with the traditional retrieval models in their retrieval performance, and (2) the second generation of LMIR experiments which are focused on comparing the expanded language modeling information retrieval with the basic language models in their retrieval performance. Through the analysis of the previous experiments results, we found that (1) language models are outperformed the probabilistic model or vector space model approaches, and (2) the expended language models demonstrated better results than the basic language models in their retrieval performance.

• Journal of the Korea institute for structural maintenance and inspection
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• v.17 no.6
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• pp.104-111
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• 2013

Deterioration is accelerated due to additional intrusion of chloride ion in crack width in cracked concrete. In this paper, modeling on equivalent diffusion coefficient in cracked concrete is performed for 1-D (Anisotropic) and 2-D (Isotropic) diffusion based on steady state condition. In the previous research, rectangular shape of crack was considered but the shape was modified to wedge shape with torturity. For verification of the proposed model, crack is induced in concrete sample and migration test in steady state is performed for 1-D diffusion. For 2-D diffusion, previous test results are adopted for verification. Through considering wedge shape of crack with torturity, diffusion coefficients in 1-D and 2-D diffusion are reduced, and the more reasonable prediction is obtained. The results from the proposed model with torturity of 0.10~0.15 are shown to be in the best agreement with the test results.

• Journal of the Korean Geotechnical Society
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• v.34 no.7
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• pp.29-38
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• 2018

Three-dimensional continuum modeling of dynamic soil-pile-structure interaction embedded in a liquefiable sand was carried out. Finn model which can model liquefaction behavior using effective stress method was adopted to simulate development of pore water pressure according to shear deformation of soil directly in real time. Finn model was incorporated into Non-linear elastic, Mohr-Coulomb plastic model. Calibration of proposed modeling method was performed by comparing the results with those of the centrifuge tests performed by Wilson (1998). Excess pore pressure ratio, pile bending moment, pile head displacement-time history according to depth calculated by numerical analysis agreed reasonably well with the test results. Validation of the proposed modeling method was later performed using another test case, and good agreement between the computed and measured values was observed.

• Journal of Soil and Groundwater Environment
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• v.7 no.4
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• pp.59-67
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• 2002

As a parameter for hydrodynamic modeling to define the range of seawater intrusion, dispersivities are frequently determined from pre-experiments or theoretical studies because field experiments need a lot of time and expenses. If the dispersivities are inadequate for an aquifer, the numerical results may have some errors. We examined the validity of longitudinal dispersivities by comparing the ranges of seawater intrusion with numerical modeling, field data and apparent resistivity sections. In the numerical modeling the TDS distributions simulated by the Xu's longitudinal dispersivity are more similar to the values of TDS measured at monitoring wet]s and boreholes than those by the Neuman's longitudinal dispersivity. The ranges of seawater intrusion by numerical simulations using Xu's longitudinal dispersivity show that the contour line of 1000 ㎎/L. as TDS is located at 480 m from the coast in May, while at 390 m in July. The difference is originated from the shift of the interface between seawater and fresh water. It moved toward the coast in July because of the seasonal increase of hydraulic gradient according to rainfall. A contour line of 15 ohm-m was used to define the range of seawater intrusion in apparent resistivity sections. From this criterion on the interface between seawater and fresh water, the range of seawater intrusion is located at 450 m from the coast. This result is similar to the range of seawater intrusion simulated by the numerical modeling using Xu's dispersivity. Therefore the range of seawater intrusion shows the difference due to the dispersivities used for the hydrodynamic modeling and the dispersivity generated by the Xu's equation is considered more effective to decide the range of seawater intrusion in this study area.

• Geophysics and Geophysical Exploration
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• v.10 no.2
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• pp.138-146
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• 2007

This paper describes 2.5D induced polarization (IP) modeling and inversion algorithms using complex resistivity. The complex resistivity method has merits for acquiring more valuable information about hydraulic parameters and pore fluid than the conventional IP methods. The IP modeling and inversion algorithms are developed by allowing complex arithmetic in existing DC modeling and inversion algorithms. The IP modeling and inversion algorithms use a 2.5D DC finite-element algorithm and a damped least-squares method with smoothness constraints, respectively. The accuracy of the IP modeling algorithm is verified by comparing its responses of two synthetic models with two different approaches: linear filtering for a three-layer model and an integral equation method for a 3D model. Results from these methods are well matched to each other. The inversion algorithm is validated by a synthetic example which has two anomalous bodies, one is more conductive but non-polarizable than the background, and the other is polarizable but has the same resistivity as the background. From the inverted section, we can cleary identify each anomalous body with different locations. Furthermore, in order to verify its efficiency to the real filed example, we apply the inversion algorithm to another three-layer model which includes phase anomaly in the second layer.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.19 no.11
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• pp.2116-2132
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• 1994

In this paper, channel equalization techniques for full-digital HDTV systems are investigated Conventional equalization methods are surveyed and several channel are modeled for computer simulation. A VS-LMS (Variable Step size Least Mean Square) algorithm using the time constant concept is proposed and its performance is compared. Several equalization techniques for HDTV systems are simulated based on various channel models, and their characteristics are analyzed. Also the equalizer using fixed-point operations is simulated and its filter structure suitable for high bit rate transmission is also studied.

• Proceedings of the Korean Information Science Society Conference
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• 1998.10a
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• pp.33-35
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• 1998

본 논문에서는 형식론적 모델링 및 모의 실험 방법을 사용하여 병렬 디스크의 성능 예측 및 영상 데이터용 비선형 편집기의 개발을 위한 여러 형태의구조에 대해서 모의 실험한 결과 및 성능에 영향을 미치는 요소들에 대해 다루고 있다. 컴퓨터가 발전하기 전에는 테이프를 이용한 선형 편집기를 사용하였으나. 컴퓨터가 발전하고 또한 입출력 장치의 성능이 향상되면서 RAID(Redundant Array of Inexpensive Disk)가 개발되었고, 이것을 이용한 비선형 편집기가 개발되었다. 병렬디스크는 비선형 편집기뿐만 아니라 VOD(Video On Demand)나 데이터 서버등 응용분야가 많고, 요구되는 성능에 따라서 다양한 구조의 병렬디스크가 사용된다. 매우 큰 대역폭이 요구되는 병렬디스크의 경우에는 다양한 버스와 버퍼를 사용한 복잡한 계층적 구조가 요구된다. 그러나 이렇게 복잡한 병렬디스크를 개발하기 에 적당한 개발 도구가 없어 필요한 성능에 꼭 맞는 시스템을 개발하기가 어렵다. 특히 디스크의 성능을 수학저으로 쉽게 구할 수 없다. 또한 시스템이 실물로 완성되기 전에는 디스크의 운영 알고리즘의 개발 및 파일 시스템의 개발이 쉽지 않다. 그래서 쉬운 소프트웨어 개발과 디스크의 성능을 쉽게 측정하기 위해서 객체 지향 성능 예측시스템(OOPPS :Objet Oriented Performance Prediction System)을 개발하였고, 이것을 이용하여 HDTV용 비선형 편집기의성능을 예측하고, 필요한 성능을 만족하는 구조를 선택하여 실물로 개발하였다.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 1996.11a
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• pp.21-25
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• 1996

형광램프 시스템의 설계에서 안정기의 실패는 형광램프의 특성을 고려하는 것이 매우 중요하다. 특히, 시동시 과도특성에 근거한 형광램프의 동작모델을 등가회로로 알아내기 위해 실험에 의해 얻어진 결과를 등가희로 모델링과 Pspice 시뮬레이션에 의해 나타난 결과와 비교 분석하였으며, 특히 고주파용 형광램프의 동작 특성은 동작주파수, 형상, 램프 전압 및 전류값에 따라 차이가 많기 때문에 형광램프의 특성은 안정기의 특성을 고려한 형광램프 시스템에 동작특성 정합성에 매우 중요하다. 형광램프에 대한 고주파 특성으로 가장 많이 사용되는 주파수 영역(12Khz - 50Khz)에 대해서 실험, 분석한 결과 형광램프의 부(負)임피던스 동작특성을 파악하고 고주파 형광램프의 최적 특성치를 선택할 수 있는 방법을 제시하였다.