• 한국터널지하공간학회 논문집
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• 제10권4호
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• pp.349-360
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• 2008

본 논문에서는 탄소성 유한요소해석 알고리즘과 연계한 확률장 생성기법과 근접터널 조건에서의 파괴확률을 분석하였다. 유한요소 해석을 위한 이산 확률장의 생성은 빠르고 정확하며 랜덤변수의 해상도를 자유롭게 조절할 수 있는 local average subdivision 기법을 사용하였으며 터널모델링을 위해 유한요소 크기와 형상 변화 등을 적절히 고려하여 지반물성치를 적용하는 방안을 제안하였다. 예제해석 조건에 대해 강도정수의 분산정도 및 공간상관길이에 따른 파괴확률을 파악하였으며 결정론적 안정성 해석결과 및 단일랜덤변수 해석결과와 비교하였다. 강도정수의 분산특성에 따라 강도감소기법에 의한 안전율과 단일랜덤변수 해석에 의한 파괴확률의 관계를 규명하였으며 확률유한요소 해석을 통해 공간상관길이가 파괴확률에 미치는 영향을 분석하였다. 이를 통해 강도감소기법에 의한 안전율과 분산계수로부터 단일랜덤변수에 의한 파괴확률을 도출할 수 있었으며 단일랜덤변수 해석결과가 근접터널의 실제적인 파괴확률을 과소평가 할 수 있음을 파악하였다.

• 대한지하수환경학회지
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• 제6권1호
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• pp.42-47
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• 1999

층간 교차유동이 일어나는 다층 대수층에 존재하는 부분 관통정에서의 유사정상상태 유동에 대하여 연구하였다. 본 논문에서는 부분관통에 의해 발생하는 압력 감소를 나타내는 유사표피인자를 계산할 수 있는 간단한 해법을 제시하였다. 이 해법은 기존에 제시되었던 방법들이 가진 기하학적 또는 계산시간 상의 한계성을 극복한 것이다. 본 계산을 위하여 폐쇄 대수층에서의 장기 압력 거동을 나타내는 간략화된 유사정상상태 확산방정식을 방사형 시스템에 적용하고 그 해를 이용하였다. 다양한 형태의 원통좌표계 시스템에서 본 해법의 적용성을 검토하고 그 결과를 그래프로 제시하였다. 기존의 결과와 비교해볼 때 본 해법을 이용할 경우 최소의 계산량으로 매우 정확한 유사표피인자 값을 계산할 수 있음을 나타내었다. 특히 본 해법은 기하학적으로 복잡한 시스템에 매우 유용함을 보여주었다.

• Steel and Composite Structures
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• 제42권5호
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• pp.633-647
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• 2022

This paper presents the results from reliability analyses of the current Eurocode 4 (EN 1994-1-1) and AISC 360-16 design models for predicting the resistance of headed stud shear connectors within profiled steel sheeting, when the ribs are oriented transverse to the supporting beam. For comparison purposes, the performance of the alternative "Luxembourg" and "Stuttgart" model were also considered. From an initial database of 611 push-out tests, 269 cases were included in the study, which ensured that the results were valid over a wide range of geometrical and material properties. It was found that the current EN 1994-1-1 design rules deliver a corrected partial safety factor γ_M^* of around 2.0, which is significantly higher than the target value 1.25. Moreover, 179 tests fell within the domain of the concrete-related failure design equation. Notwithstanding this, the EN 1994-1-1 equations provide satisfactory results for re-entrant profiled sheeting. The AISC 360-16 design equation for steel failure covers 263 of the tests in the database and delivers 𝛾_M^*≈2.0. Conversely, whilst the alternative "Stuttgart" model provides an improvement over the current codes, only a corrected partial safety factor of 𝛾_M^*=1.47 is achieved. Finally, the alternative "Luxembourg" design model was found to deliver the required target value, with a corrected partial safety factor 𝛾_M^* between 1.21 and 1.28. Given the fact that the Luxembourg design model is the only model that achieved the target values required by EN 1990, it is recommended as a potential candidate for inclusion within the second generation of Eurocodes.

• 지질공학
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• 제21권4호
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• pp.323-336
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• 2011

지각의 수리역학적 거동은 유효공극의 크기 및 모양 등의 영향을 많이 받는다. 본 연구에서는 지하 유체의 이동 및 저장소가 되는 암석의 공극 특성을 전기임피던스를 이용하여 규명하였다. 공극의 구조가 서로 다른 3종의 화강암(황등, 포천, 양산)과 2종의 사암(보령, Berea)의 암석 시편(지름 : 38-50 mm, 길이 70-100 mm)을 전기전도도가 다론 전해질로 순차적으로 포화시킨 다음 시편의 전기임피던스를 측정하였다. 실험 결과 공극수의 염도가 증가할수록 전기비저항은 감소하고, 전기용량은 증가하는 뚜렷한 경향을 보였다. 또한 같은 염도의 공극수 조건 하에서 암석의 공극률이 증가할수록 전기비저항과 formation factor는 감소하지만, 전기용량 값은 증가하는 경향을 보였다. 이방성을 갖는 Berea 사암에서는 층리와 수직 방향의 임피던스를 측정했을 때 저항이 가장 크게 나왔으며, tortuosity와 cementation factor 값도 가장 높게 산정 되었다. 이는 층리의 수직 방향으로 공극의 연결성이 떨어진다는 것을 의미한다. 따라서 본 연구의 실험 결과는 암석의 전기적 특성이 공극률 뿐 아니라 공극의 구조와도 관련이 있음을 보여준다.

• ETRI Journal
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• 제34권6호
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• pp.858-868
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• 2012

In this paper, stochastic models for the cross-correlation of multiple channels are established based on measurement data collected using a wideband multiple-input multiple-output relay Band Exploration and Channel Sounder system at 3.7 GHz. We propose models for the cross-correlation characteristics of large-scale parameters (LSPs) between two links, that is, the base station and mobile station (MS) link and the relay station and MS link. The LSPs include shadow fading, Rician K-factor, delay spread, angle spread of arrival, and angle spread of departure. Furthermore, models are established for the cross-correlation of the small-scale fading in the impulse responses of two links. The statistics of these model parameters are investigated as functions of geometrical features of the multilink. They are extracted from a large amount of cross-correlation observations, which are obtained in three measurement sites along more than one hundred measurement routes. These models can be used together with the standard single-link channel models for the generation of correlated components, for example, path clusters, in two separate channels.

• 한국농촌건축학회논문집
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• 제4권3호
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• pp.1-11
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• 2002

The aim of this research is to find-out the characteristics of Buddhist temples with relevant to Korean National cultural properties in Kum Kang(Kum-river) area. This analysis is accomplished by setting up the speciflc viewpoints where the charateristics can be perceived, and by measuring the form and angle from these points to the buddist culture ; 124 items were selected and analyzed by the comparative method. The most Important research finding is that both Traditonal Korean Temple and Kum Kang(Kum-river) Area site conceptualized and used a certain geometrical Feng-shui(geomancy) order in the disposition of mountain and river side according to the principles of human cognition. The conclusions are as follows ; Buddhist culture and the Characteristics of Buddhist temples in Kum Kang(Kum-river) Area having accumulated from the past and are the cultural complex and mixture of 7 elements. They also reflect cultural situations of each time period. The temples are a result of Korean traditional thought and spirit, as well as, regarding tradition as an important factor.

• 대한기계학회논문집A
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• 제22권1호
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• pp.148-159
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• 1998

Spot welding palys a key role in increasing productivity and weight reduction of the final products. This paper proposes a systematic approach on the design of spot weld configuration, dealing with the requried number and location of spot weld joints under the given design parameters, such as the applied loads, lap area, and individual spot weld strength. The optimal design of a spot-welded joint is postulated as a state when the safety factors of all spot weld points (i) are evenly distributed and (ii) reach maximum value. A CAD program is developed to arrange the optimal location of each spot weld based on the derived objective function and constraints. The CAD tool integrates the optimization procedure with Finite Element Analysis (FEA) code through an interface. The interface automatically provides geometrical data and mesh configuration for different spot weld locations to FEA model. It also extracts the transmitted load of each spot weld from the FEA code, and allows the optimization code predict an improved arrangement of spot weld locations. The feasibility of the developed approach is demonstrated by the selected examples.

• ETRI Journal
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• 제25권2호
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• pp.65-72
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• 2003

To achieve cost and size reductions, we developed a low cost manufacturing technology for RF substrates and a high performance passive process technology for RF integrated passive devices (IPDs). The fabricated substrate is a conventional 6" Si wafer with a 25${\mu}m$ thick $SiO_2$ surface. This substrate showed a very good insertion loss of 0.03 dB/mm at 4 GHz, including the conductive metal loss, with a 50 ${\Omega}$ coplanar transmission line (W=50${\mu}m$, G=20${\mu}m$). Using benzo cyclo butene (BCB) interlayers and a 10 ${\mu}m$ Cu plating process, we made high Q rectangular and circular spiral inductors on Si that had record maximum quality factors of more than 100. The fabricated inductor library showed a maximum quality factor range of 30-120, depending on geometrical parameters and inductance values of 0.35-35 nH. We also fabricated small RF IPDs on a thick oxide Si substrate for use in handheld phone applications, such as antenna switch modules or front end modules, and high-speed wireless LAN applications. The chip sizes of the wafer-level-packaged RF IPDs and wire-bondable RF IPDs were 1.0-1.5$mm^2$ and 0.8-1.0$mm^2$, respectively. They showed very good insertion loss and RF performances. These substrate and passive process technologies will be widely utilized in hand-held RF modules and systems requiring low cost solutions and strict volumetric efficiencies.

• Advances in aircraft and spacecraft science
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• 제5권1호
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• pp.73-105
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• 2018

A particular type of constant speed helical trajectory, with variable ascension rate, is proposed. Such trajectories are candidates of choice as motion primitives in automatic airplane trajectory planning; they can also be used by airplanes taking off or landing in limited space. The equations of motion for airplanes flying on such trajectories are exactly solvable. Their solution is presented, together with an analysis of the restrictions imposed on the geometrical parameters of the helical paths by the dynamical abilities of an airplane. The physical quantities taken into account are the airplane load factor, its lift coefficient, and the thrust its engines can produce. Formulas are provided for determining all the parameters of trajectories that would be flyable by a particular airplane, the final altitude reached, and the duration of the trajectory. It is shown how to construct speed interval tables, which would appreciably reduce the calculations to be done on board the airplane. Trajectories are characterized by their angle of inclination, their radius, and the rate of change of their inclination. Sample calculations are shown for the Cessna 182, a Silver Fox like unmanned aerial vehicle, and the F-16 Fighting Falcon.

• 자원환경지질
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• 제33권1호
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• pp.77-88
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• 2000

The goal of this study is to assess the spatial distribution of natural slopes and cutting slopes under would-be development. For this goal, a quantitative slope stability analysis method using GIS integrated with a computer program was developed. Through field investigations, the discontinuity parameters were collected such as orientation of discontinuity, persistence, spacing, JRC, JCS, and water depth. The distributions were interpolated from the ordinary kriging method in ARC/INFO GIS after variogram analysis. The layers showing all parameters needed for limit equilibrium analysis were constructed. The final layer using GIS works composed of 162,352 polygons, that is, unit slopes. The rock slope stability analysis program was coded by C++ language. This program can calculate geometrical vectors related to rock block failures using input orientation data and direction and dimension of strength to occur failure. Also, this can calculate shear strength of joints through empirical equations and quantitative factors of safety. This methodology was applied to the study area which is located in Jaecheon city and Danyang-gun of the northeastern Keumsu is about 135$km^2$. As a result, the study area was entirely stable but unstable, that is, factor of safety less than 1.0dominantly at the slopes near Keumsil, Daejangri, Keumsungmyun and Sojugol, Mt. Dongsan, Juksongmyun by the natural slope stability analysis. Assuming the cutting slope showing the same direction immediate, and quantitative analysis of factors of safety for a regional area could be conducted through GIS integrated with a computer program of limit equilibrium.