• 한국환경생태학회지
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• 제22권6호
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• pp.609-615
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• 2008

본 연구는 경기도 백운산, 전남 지리산, 백운산, 조계산, 경남 금산 지역 등에 분포하고 있는 히어리개체군을 대상으로 2005년 8월부터 2006년 9월까지 20개의 방형구를 설치하여 자생지의 생태적 특성을 분석하였다. 식물사회학적 방법으로 분류한 결과 히어리개체군은 피나무우점개체군, 소나무우점개체군, 비목나무우점개체군으로 구분되었다. Ordination 분석 결과 피나무우점개체군은 해발고가 높으며, 전질소, 유효인산, CEC의 함량이 높은 입지에 분포하는 것으로 나타났다. 소나무우점개체군은 해발고가 낮고 전질소, CEC, 유효인산의 함량이 적은 입지에 분포하는 것으로 나타났다. 비목나무우점개체군은 해발고가 높고, 전질소, 유효인산, CEC의 함량이 중간인 입지에 분포하는 것으로 나타났다.

• 한국지진공학회논문집
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• 제11권2호
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• pp.11-17
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• 2007

현행 내진설계에서 반응수정계수는 탄성 밑면전단력을 저감하여 설계하중 수준을 정의하기 위한 주요 계수로 사용되고 있다. 이제까지 반응수정계수는 공학자들의 경험적인 합의에 의하여 정성적으로 설계기준에 반영하고 있다. 구조시스템에서 반응수정계수와 접합부의 가용 회전능력은 매우 밀접한 관계가 있으며, 본 논문에서는 이러한 접합부의 회전능력과 비선형 푸쉬오버 해석에 기초하여 반응수정계수를 평가하는 방법을 제시하였다. 이를 검증하기 위하여 IBC 2000에 따라 설계된 R3S 골조를 대상으로 제안 방법을 적용하였다. 또한, 다양한 지진파에 대한 비선형 시간이력 해석을 병행하여 가용 회전능력에 의거하여 산정된 반응수정계수의 타당성을 평가한 결과, 본 제안방법에 따라 정의된 반응수정계수가 충분히 보수적임을 확인하였다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1990년도 한국자동제어학술회의논문집(국내학술편); KOEX, Seoul; 26-27 Oct. 1990
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• pp.519-522
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• 1990

This paper formulates a problem of analysis and design of serial production lines, closed with respect to the number of carriers available in the system for parts transportation between operations. For two machines - two buffers systems, the paper gives an asymptotic solution and shows that optimization of the system with respect to the number of carriers available and the capacity of the feedback buffer may lead to substantial improvements of system's performance.

• Steel and Composite Structures
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• 제43권1호
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• pp.107-116
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• 2022

This paper presents results of numerical studies completed on unreinforced and doubler plate reinforced Elliptical Hollow Section (EHS) T-joints subjected to axial compressive loading on the brace member. Non-linear finite element (FE) models were developed using the finite element code, ABAQUS. Available test data in literature was used to validate the FE models. Subsequently, a parametric study was carried out to investigate the effects of various geometrical parameters of main members and reinforcement plates on the ultimate capacity of reinforced EHS T-joints. The parametric study found that the reinforcing plate significantly increases the ultimate capacity of EHS T-joints up to twice the capacity of the corresponding unreinforced joint. The thickness and length of the reinforcing plate have a positive effect on the ultimate capacity of Type 1 joints. This study, however, found that the capacity of Type 1 orientation is not dependent on the brace-to-chord diameter ratio. As for type 2 orientations, the thickness and length of the reinforcement have a minimal effect on the ultimate capacity. A new design method is introduced to predict the capacity of the reinforced EHS T-joints Type 1 and 2 based on the multiple linear regression analyses.

• Steel and Composite Structures
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• 제32권4호
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• pp.443-454
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• 2019

With the aim to put forward the analytical model for calculating the shear capacity of precast steel reinforced concrete (PSRC) beams, a static test on two full-scale PSRC specimens was conducted under four-point loading, and the failure modes and strain developments of the specimens were critically investigated. Based on the test results, a modified truss-arch model was proposed to analyze the shear mechanisms of PSRC and cast-in-place SRC beams. In the proposed model, the overall shear capacity of PSRC and cast-in-place SRC beams can be obtained by combining the shear capacity of encased steel shape with web concrete determined by modified Nakamura and Narita model and the shear capacity of reinforced concrete part determined by compatible truss-arch model which can consider both the contributions of concrete and stirrups to shear capacity in the truss action as well as the contribution of arch action through compatibility of deformation. Finally, the proposed model is compared with other models from JGJ 138 and AISC 360 using the available SRC beam test data consisting of 75 shear-critical PSRC and SRC beams. The results indicate that the proposed model can improve the accuracy of shear capacity predictions for shear-critical PSRC and cast-in-place SRC beams, and relatively conservative results can be obtained by the models from JGJ 138 and AISC 360.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
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• pp.464-470
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• 2005

The numerical analysis is carried out to identify the influence of design factors to shear capacity of cast-in-place (CIP) anchor in ACI 349 Code that is available for the design of fastening system at Nuclear Power Plant (NPP) in this study. The MASA program is used to develop the numerical analysis model and the developed numerical analysis model is verified on a basis of the various test data of CIP anchor. Both $l/d_o$ and $c_1/l$ we considered as design factors. As a result, the variation of $l/d_o$ has no influence on the shear capacity of CIP anchor but $c_1/l$ has a large influence on the shear capacity of CIP anchor, Therefore, it is proved that ACI 349 Code may give a non-conservative results compared with real shear capacity of CIP anchor according to $c_1/l$.

• ETRI Journal
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• 제36권4호
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• pp.609-616
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• 2014

Even though many computational methods (recursive formulae) for blocking probabilities in finite-capacity M/D/1 queues have already been produced, these are forms of transforms or are limited to single-node queues. Using a distinctly different approach from the usual queueing theory, this study introduces explicit (transform-free) formulae for a blocking probability, a stationary probability, and mean sojourn time under either production or communication blocking policy. Additionally, the smallest buffer capacity subject to a given blocking probability can be determined numerically from these formulae. With proper selection of the overall offered load ${\rho}$, the approach described herein can be applicable to more general queues from a computational point of view if the explicit expressions of random vector $D_n$ are available.

• Geomechanics and Engineering
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• 제4권2호
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• pp.105-120
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• 2012

In this paper, the ultimate pullout capacity of a vertical plate strip anchors in cohesion-less soil is analyzed with the consideration of active and passive state of equilibrium in the soil. K$\ddot{o}$tter's equation is used to compute the active and passive thrusts (along with their point of application) which are subsequently used in the analysis in which, all the equation of equilibrium are properly interpreted. A comparison of the results with the experimental results vis-$\grave{a}$-vis available theoretical/empirical solutions shows that, the proposed analysis provides a better estimate of the pullout capacity.

• Wind and Structures
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• 제28권1호
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• pp.63-70
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• 2019

Due to developing environmental concern use of renewable energy source is very essential. The great demand for the energy supply coupled with inadequate energy sources creates an emergency to find a new solution for the energy shortage. The appropriate wind energy distribution is the fundamental requirement for the assessment of wind energy potential available at the particular site essential for the design of wind farms. Hence the proper specification of the wind speed distribution plays a vital role. In this paper the Bimodal Weibull distribution is used to estimate the Capacity factor at the proposed site. The shape and scale parameters estimated using Maximum likelihood method is used as the initial value for extrapolation. Application of this model will give an accurate result overwhelming the concept of overestimation or underestimation of Capacity factor.

• 한국토양비료학회지
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• 제23권3호
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• pp.167-172
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• 1990

우리나라 토양(土壤)(제주도(濟州道) 토양(土壤) 제외(除外))의 토성별(土性別) 유효수분함량(有效水分含量) 평균치(平均値)를 구(求)하고 토양성질(土壤性質) 사이의 상관(相關)을 구명(究明)하고 유효수분함량(有效水分含量)의 추정식(推定式)을 얻기 위하여 시(市) 군(郡) 대표단면(代表斷面)의 토양분석치(土壤分析値)(표본(標本)크기 : 2,808개(個))를 이용(利用)하여 다음과 같은 결과(結果)를 얻었다. 1. 토성별(土性別) 평균(平均) 유효수분함량(有效水分含量)은 사토(砂土) 4.7, 양질토양(壤質砂土) 7.7, 사양토(砂壤土) 13.2, 토양(壤土) 17.7, 미사질양토(徵砂質壤土) 19.2, 식양토(埴壤土) 15.9, 사질식양토(砂質埴壤土) 14.5, 미세질양토(徵砂質埴壤土) 18.7, 미사질식토(微砂質埴土) 17.3 그리고 식토(埴土) 14.9%이었다. 2. 포장용수량(圃場容水量)일때의 수분함량(水分含量)과 유효수분함량(有效水分含量)은 대체로 조립질토양(組粒質土壤)에서 모래 그리고 세립질토양(細粒質土壤)에서는 유기물(有機物), 영구위조점(永久萎凋點)에서의 수분함량(水分含量)은 점토(粘土)가 가장 크게 관계(關係)가 있었다. 3. 유효수분함량(有效水分含量)은 포장용수량(圃場容水量)일때의 수분함량(水分含量)과 고도(高度)의 유의성(有意性)을 나타내었고 영구위조점(永久萎凋點)일때의 수분함량(水分含量)과는 상관(相關)이 없었다. 유효수분함량(有效水分含量)은 미사(微砂)의 영향(影響)을 크게 받았다. 4. 토성별(土性別) 포장용수량(圃場容水量)일때의 수분함량(水分含量) 및 유효수분함량(有效水分含量)의 추정식(推定式)이 얻어졌다.