• 콘크리트학회논문집
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• 제26권5호
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• pp.607-614
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• 2014

본 논문에서는 품질확보를 위하여 혼합골재 입도분포를 적용한 부순모래 숏크리트에 플라이애시, 고로슬래그 미분말, 메타카올린, 실리카퓸을 종류 및 혼입률에 변동을 주어 혼입하여 숏크리트의 기초특성과 내구특성에 미치는 영향을 고찰하였다. 또한 각 혼화재료의 주요 혼입률을 선정하고 실제 숏팅을 실시 하여 숏팅 전 후의 기초특성과 내구특성을 분석하였다. 실내실험 결과 광물성 혼화재료 혼입률이 증가할수록 압축강도가 증가하는 경향을 보였다. 특히 메타카올린을 혼입한 경우 가장 우수한 강도 증진효과를 보였으며, 숏팅 후 압축강도 역시 코어링에 의한 강도감소 현상을 감안하여도 강도 발현이 우수한 혼화재료로 판단된다. 염소이온 침투저항성 시험과 황산저항성 시험 결과 광물성 혼화재료 혼입은 염소이온과 황산에 대한 저항성이 증진되는 경향을 보인다. 화상분석을 통한 공극구조 분석 결과 공기연행제를 사용하지 않아 소요의 간격계수와 비표면적을 얻는데 실패하였으며, 향후 공기연행제의 도입 후 실험이 진행될 필요성을 보이고 있다.

• Journal of Forest and Environmental Science
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• 제31권3호
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• pp.235-240
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• 2015

Zelkova serrata is an important hardwood species for the timber industry in Japan. Tree breeding programs for this species have mainly focused on growth characteristics such as stem diameter (D), tree height (TH), stem form, and branching. In order to fulfill timber industry needs, wood quality improvement should be included in the tree breeding program of this species. In the present study, growth characteristics, such as D and TH, and the stress-wave velocity (SWV), which is highly correlated with Young's modulus of wood, were measured for 20-year-old Z. serrata from eight half-sib families planted in a progeny test site with three different initial spacings. Significant differences in all the measured characteristics were found among the eight half-sib families. The variance components of the half-sib families for D, TH, and SWV were 27.2%, 47.3%, and 33.5%, respectively. These results indicate that all the measured characteristics of this species could be improved by tree breeding programs. In addition, only low correlation coefficients were obtained between the growth characteristics and SWV, indicating that extensive selection on SWV in tree breeding programs may not always lead to a reduction in yield volume.

• 전기화학회지
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• 제12권1호
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• pp.34-39
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• 2009

니들 코크스의 활성화를 위해 $HNO_3$와 $NaClO_3$ 혼합용액에서의 산처리와 열처리를 행하였다. 산화처리 코크스와 열처리한 코크스의 미세구조는 XRD, FESEM, elemental analysis, BET, Raman spectroscopy를 이용하였으며, 전기이중층 거동은 충방전 분석을 행하였다. 니들 코크스는 산화처리 시간에 따라 산소의 중량 %의 증가와 함께 층간이 분리되어(001) 구조로 상변화가 일어나고, $200^{\circ}C$ 이상의 열처리에서 흑연구조 특성인(002) 구조로 되돌아갔다. 이들 산화처리 과정에서 층간에 관능기가 도입 되어 구조결함이 발생하고 1차 충전에서 전계 활성화에 의해 층간을 확장되어 2차 충전에서 전기이중층 용량을 발생 시키는 것으로 보인다. 24시간 산화처리후 $300^{\circ}C$ 열처리한 코크스의 2.5 V까지의 2 전극 기준에서 구한 활물질 중량 당 용량과 전극 부피 당 용량은 각각 32.1 F/g과 29.5 F/ml을 나타내었다.

• 대한기계학회논문집
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• 제12권3호
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• pp.505-512
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• 1988

본 연구에서는 상술한 $\boxDr$한계정유길이$\boxUl$를 찾아내는 것을 주요수단으로 하여, 그 전파 하한계응력으로서의 피로한도와의 관계를 정량적으로 검토하고, 미소크랙전파 거동이 미시조직 또는 피로부하이력등에 민감함을 감안하여, 이들 인자가 미소크랙 전 파의 하한계조건에 미치는 영향에 관하여 검토하기로 하였다.

• 한국공간정보시스템학회:학술대회논문집
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• 한국공간정보시스템학회 2004년도 춘계 학술발표회 논문집 제1권1호(통권1호)
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• pp.75-82
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• 2004

Many researcher's efforts have made a significant advancement of space frame structure with various portion, and it becomes the most outsanding one of space structures. However, with the characteristics of thin and long term of spacing, the unstable behavior of space structure is shown by initial imperfection, erection procedure or joint, especially space frame structure represents more. This kind of unstable problem could not be set up clearly and there is a huge difference between theory and experiment. Moreover, the discrete structure such as space frame has more complex solution, this it is not easy to derive the formulation of design about space structure. In this space frame structure, the character of rise-span ratio or load mode is represented by the instability of space frame structure with initial imperfection, and snap-through or bifurcation might be the main phenomenon. Therefore, in this study, space frame structure which has a lot of aesthetic effect and profitable for large space covering single layer is dealt. And because that the unstable behavior due to variation of inner force resistance in the elastic range is very important collapse mechanism, I would like to investigate unstable character as a nonlinear behavior with a geometric nonlinear. In order to study the instability. I derive tangent stiffness matrix using finite element method and with displacement incremental method perform nonlinear analysis of unit space structure, star dome and 3-ring star dome considering rise-span $ratio(\mu}$ and load $ratio(R_L)$ for analyzing unstable phenomenon.

• Computers and Concrete
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• 제22권1호
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• pp.123-132
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• 2018

Reinforced concrete (RC) columns which are the main vertical structural members are exposed to several static and dynamic effects such as earthquake and wind. However, impact loading that is sudden impulsive dynamic one is the most effective loading type acting on the RC columns. Impact load is a kind of impulsive dynamic load which is ignored in the design process of RC columns like other structural members. The behavior of reinforced concrete columns under impact loading is an area of research that is still not well understood; however, work in this area continues to be motivated by a broad range of applications. Examples include reinforced concrete structures designed to resist accidental loading scenarios such as falling rock impact; vehicle or ship collisions with buildings, bridges, or offshore facilities; and structures that are used in high-threat or high-hazard applications, such as military fortification structures or nuclear facilities. In this study, free weight falling test setup is developed to investigate the behavior effects on RC columns under impact loading. For this purpose, eight RC column test specimens with 1/3 scale are manufactured. While drop height and mass of the striker are constant, application point of impact loading, stirrup spacing and concrete compression strength are the experimental variables. The time-history of the impact force, the accelerations of two points and the displacement of columns were measured. The crack patterns of RC columns are also observed. In the light of experimental results, low-velocity impact behavior of RC columns were determined and interpreted. Besides, the finite element models of RC columns are generated using ABAQUS software. It is found out that proposed finite element model could be used for evaluation of dynamic responses of RC columns subjected to low-velocity impact load.

• 한국전산구조공학회논문집
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• 제33권1호
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• pp.1-7
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• 2020

트윈 빌딩의 풍응답은 풍하중의 공력 특성과 트윈 빌딩 구조 시스템의 동적 특성에 영향을 받는다. 본 논문에서는 트윈 빌딩의 두 빌딩의 간격이 다른 두 경우에 대해서 풍응답에 영향을 주는 풍압의 특성을 풍동 실험과 적합 직교 분해 기법을 이용해 파악하고, 3차원 구조 시스템 모델링을 통해 동특성을 파악하였다. 그리고 이중 모달 변환 기법을 이용해서 각 풍압의 특성과 구조물의 동특성이 풍응답에 미치는 영향을 파악하였다. 적합 직교 분해 기법을 통해서 채널링과 와류 효과에 대해서 파악할 수 있었다. 풍 직각 방향의 풍하중은 두 빌딩의 간격에 영향을 많이 받았으며, 풍 방향의 풍하중은 간격에 영향을 적게 받았다. 마찬가지로, 이중 모달 변환 기법에서 교차 참여 계수는 풍 직각 방향에서는 두 빌딩의 간격에 따라 크게 달라진 반면, 풍 방향은 영향이 적었다. 이에 따라 두 빌딩의 간격이 풍 방향의 풍응답 보다 풍 직각 뱡향의 풍응답에 중요한 역할을 하는 것을 알 수 있었다.

• Wind and Structures
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• 제26권2호
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• pp.57-68
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• 2018

Wind tunnel tests are conducted to investigate wake-induced vibrations of two circular cylinders with a center-to-center spacing of 4 diameters and attack angle varying from $0^{\circ}$ to $20^{\circ}$ for Reynolds numbers between 18,000 and 168,800. Effects of structural damping, Reynolds number, attack angle and reduced velocity on dynamic responses are examined. Results show that wake-induced vortex vibrations of the downstream cylinder occur in a wider range of the reduced velocity and have higher amplitudes in comparison to the vortex-induced vibration of a single circular cylinder. Two types of wake-induced instability phenomena with distinct dynamic characteristics are observed, which may be due to different generation mechanisms. For small attack angles like $5^{\circ}$ and $10^{\circ}$, the instability of the downstream cylinder characterizes a one-degree-of-freedom (1-DOF) oscillation moving in the across-wind direction. For a large attack angle like $20^{\circ}$, the instability characterizes a two-degree-of-freedom (2-DOF) oscillation with elliptical trajectories. For an attack angle of $15^{\circ}$, the instability can transform from the 1-DOF pattern to the 2-DOF one with the increase of the Reynolds number. Furthermore, the two instabilities show different sensitivity to the structural damping. The 1-DOF instability can be either completely suppressed or reduced to an unsteady oscillation, while the 2-DOF one is relatively less sensitive to the damping level. Reynolds number has important effects on the wake-induced instabilities.

• 한국대기환경학회지
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• 제32권1호
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• pp.9-20
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• 2016

Ozone has been a problem in big cities. That is secondary air pollutant produced by nitrogen oxide and VOCs in the atmosphere. In order to solve this, the first to be the analysis of the $NO_x$ and VOCs. The main source of nitrogen oxide is the road mobile. Industrial sources in Seoul are particularly low, and mobile traffics on roads are large, so 45% of total $NO_x$ are estimated that road mobile emissions in Seoul. Thus, it is necessary to clarify the relation with the activity of road mobile source and $NO_x$ concentration. In this study, we analyzed the 4 locations with roadside automatic monitoring systems in their center. The V.K.T. calculating areas are set in circles with 50 meter spacing, 50 meter to 500 meter from their center. We assumed the total V.K.T. in the set radius affect the $NO_x$ concentration in the center. We used the hourly $NO_x$ concentrations data for the 4 observation points in July for the interference of the other sources are minimized. We used the intersection traffic survey data of all direction for construction of the V.K.T. data, the mobile activities on the roads. ArcGIS application was used for calculating the length of roads in the set radius. The V.K.T. data are multiplied by segment traffic volume and length of roads. As a result, the $NO_x$ concentration can be expressed as linear function formula for V.K.T. with high predictive power. Moreover we separated background concentration and concentrations due to road mobile source. These results can be used for forecasting the effect of traffic demand management plan.

• 한국정보통신학회논문지
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• 제15권8호
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• pp.1797-1804
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• 2011

본 논문에서는 주변 환경에 따라 다양한 채널 상태를 나타낼 수 있는 분산형 나카가미 페이딩 채널하에서 선형의 시공간 블록코드 (Space-Time Block Code) 직교 설계로부터 평균 비트 에러율(Bit Error Rate)성능을 평가하여 MIMO(Multiple Input Multiple Output) 채널의 안테나 열 구성과 동작환경의 영향을 분석하였고 향상된 BER을 위한 MT 안테나의 설계조건과 페이딩 지수 m을 제안 한다. 시스템 성능의 분석을 위해 M-PSK(M-ary Phase Shift Keying)변조 방식과, M-QAM(M-ary Quadra -ture Amplitude Modulation)변조 방식을 사용 하였고, 분석 식은 각각 적분된 나카가미 페이딩 변수와 적분되지 않은 나카가미 페이딩 변수로부터 시스템의 성능을 비교 분석하였다. 채널 배열의 구성은 행렬의 수식적 계산에 의해 얻게 되며, AOA 확산이 감소하는 것에 따라 STBC(Space - Time Block Codes) BER성능이 감소하며, 이와 같은 손실은 안테나 간격의 증가나, 배열구성의 변경을 통해 보상 될 수 있다.