• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2000년도 하계종합학술대회 논문집(3)
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• pp.81-84
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• 2000

Scheduling algorithm proposed in this paper is based on both DWRR(Dynamic Weighed Round Robin) method and QLT(Queue Length Threshold) method. The proposed scheduling algorithm guarantees delay property of realtime traffic, not considered in previous DWRR method, with serving realtime traffic preferentially by using RR(Round Robin) method which service each channel equally and QLT algorithm that is dynamic time priority method. Proposed cell scheduling algorithm may increase some complexity over conventional DWRR scheme because of delay priority based cell transmission method. However, due to reliable ABR service and congesition avoidance capacity, proposed scheduling algorithm has good performance over conventional DWRR scheme. Also, delay property based cell transmission method in proposed algorithm minimizes cell delay and requires less temporary buffer size

• Steel and Composite Structures
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• 제48권1호
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• pp.59-71
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• 2023

Corrosion of the headed studs shear connectors is an important factor in the reduction of the durability and mechanical properties of the steel-concrete composite structure. In order to study the effect of stud corrosion on the mechanical properties in the negative moment region of steel-concrete composite beams, the corrosion of stud was carried out by accelerating corrosion method with constant current. Static monotonic loading was adopted to evaluate the cracking load, interface slip, mid-span deflection, and ultimate bearing capacity of four composite beams with varying corrosion rates of headed studs. The effect of stud corrosion on the stiffness of the composite beam's hogging moment zone during normal service stage was thoroughly examined. The results indicate that the cracking load decreased by 50% as the corrosion rate of headed studs increase to 10%. Meanwhile, due to the increase of interface slip and mid-span deflection, the bending stiffness dropped significantly with the same load. In comparison to uncorroded specimens, the secant stiffness of specimens with 0.5 times ultimate load was reduced by 25.9%. However, corrosion of shear studs had no obvious effect on ultimate bending capacity. Based on the experimental results and the theory of steel-concrete interface slip, a method was developed to calculate the bending stiffness in the negative bending moment region of composite beams during normal service stage while taking corrosion of headed studs into account. The validity of the calculation method was demonstrated by data analysis.

• 한국구조물진단유지관리공학회 논문집
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• 제12권5호
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• pp.133-142
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• 2008

본 연구에서는 보통포틀랜드시멘트(OPC: ordinary Portland cement), 플라이애쉬(PFA: pulverised fly ash), 고로슬래그미분말(GGBFS: ground granulated blast furnace slag), 실리카퓸(SF: Silica fume)등의 각종 결합재를 적용한 시멘트 페이스트의 염소이온 고정화능력에 관하여 연구하였다. 각각의 사용 시멘트 페이스트는 40%의 물/결합재로 PFA, GGBFS 및 SF 혼화제의 각기 다른 치환률을 갖도록 하였으며 미리 혼합수내에 결합재 중량당 0.1~0.3%의 염소이온을 배합수내에 혼입 포함시켜 배합되어 제조되었다. 염소이온의 측정은 7일간 양생 후 수분 추출 방법을 이용하여 측정하였다. 실험을 통해 염소이온 고정화 능력이 결합재 종류 및 치환률에 의존하고 있음을 확인하였고, 총 염소이온량의 증가는 염소이온 고정화능력을 제한하여 결론적으로 염소이온 고정화를 감소시키고 있음을 보였다. 본 연구에서 최대 30%의 치환율을 가진 PFA와 60%의 치환률을 가진 GGBFS의 경우는 OPC보다 염소이온고정화 능력이 작았으며, SF의 치환률의 증가는 고정화를 감소시키고 있음을 확인하였으며, 이는 포졸란계 재료의 잠재 수화반응 혹은 공극수의 pH 저하등의 이유로 판단된다. 재령 7일에서의 염소이온의 고정화능력은 염해부식에 대한 저항성으로 나타내어지며, 염분을 혼입한 경우의 고정화능력의 순서는 30%PFA > 10%SF > 60%GGBFS > OPC로 나타났다. 더욱이 염소이온의 고정화 거동은 Langmuir isotherm 및 Freundlich isotherm으로 잘 표현될 수 있음을 보였다.

• 문화기술의 융합
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• 제6권4호
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• pp.753-760
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• 2020

본 연구에서는 정밀 3차원 수치해석모델을 이용하여 수직하중(받침설계하중)과 수평하중(지진시 발생되는 수평력)을 적용하여 교량받침 교체시 보자리의 구조적 안전성에 대한 검토를 수행하였다. 기존 콘크리트와 교량받침 교체로 인해 새로 타설된 콘크리트의 응력 및 용접된 철근에 발생하는 응력 및 변위 결과를 수치해석적으로 확인하였다. 수치해석결과, 수평력 및 보자리 높이 증가는 신구콘크리트 경계면의 발생응력의 증가에 따른 콘크리트 균열(파괴) 및 내부 철근연결부의 응력증가를 초래하는 것으로 분석되었다. 따라서 보자리 높이 증가는 수평력의 크기와 직접적인 상관관계가 있으며 받침 용량에 적합한 보자리 높이 적용이 필요할 것으로 분석되었다. 본 연구에서는 보자리에 작용하는 수평력의 크기와 보자리 높이와의 상관관계를 변수로한 받침교체공사 가이드라인을 도표로 제시하여 교량받침 용량에 적합한 보자리 높이 설정 및 보강유무를 결정하는 방안을 제시하였다.

• 대한물리치료과학회지
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• 제25권3호
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• pp.17-24
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• 2018

Purpose: The purpose of this study was to investigate the effect of whole body vibration combined breathing resistance on lung capacity and respiratory muscle and to suggest a mediation method for improvement of respiratory function and lung function in the future. Methods: This study was a preliminary study design of two groups of 54 healthy young adults who were randomly assigned to an experimental group (n=27) with core exercise combined with respiratory resistance and whole body vibration and a control group with respiratory resistance and core exercise (n=27). All interventions consisted of 6 core exercises every 40 seconds and rest for 20 seconds. To compare the effects of intervention, we measured spirometry and respiratory muscle strength. Results: Both the experimental group and the control group showed a significant increase in Forced vital capacity (FVC) and Maximum voluntary ventilation (MVV) (p<.05). However, FEV1 and FEV1% were significantly increase only in the experimental group (p<.05). FVC, FEV1%, Maximum Inspiratory Pressure (MIP), Maximum Expiratory Pressure (MEP) showed more significant increase in the experimental group than the control group. Conclusion: These findings indicate that whole-body vibration combined breathing resistance is an effective intervention for people, with FVC, FEV1%, MIP, MEP increase.

• 한국조경학회지
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• 제30권6호
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• pp.79-97
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• 2003

The purpose of this paper is to analyze a causal model determining social carrying capacity(SCC) in natural parks, to answer the research question: What is the mechanism for determining SCC in natural parks (NP)\ulcorner After reviewing the literature on SCC and recreation activities in Korean natural parks, we constructed a conceptual framework and formulated the hypothesis of this research. We obtained data through a questionnaire which surveyed 487 visitors at 6 of the 73 NP in Korea during 2001, based on a stratified sampling method. We analyzed the data using descriptive statistical methods, the mean difference test, Pearson's correlation analysis, and path analysis method. We found that 1) The direct effect of resources, activity space(AS), visitor's expectation(VE), encounter, crowding, damage of resources(DR), maintenance condition of resources and facility(MCRF) to SCC are 3.45, 3.62, 2.75, 2.72, 1.32, and 4.77 times more important than that of crowding, respectively, while the indirect effect of resources, AS, VE, encounter, and DR to SCC is 13.03, 11.19, 3.34, 1.3, 2.05, 1.10, 0.05 and 2.30 times more important then that of crowding, respectively, 2) Causal effects of resources, facility, AS, VE, number of visitors(NV), encounter, crowding, VM, DR, and MCRF to SCC turned out to have 0.3523, 0.3321, 0.1751, 0.1465, 0.0307, 0.0762, 0.0604, -0.0510, -0.1177 and 0.2165, respectively, and 3) The causal effect of activity base(AB) and activity atmosphere(AA) to SCC turned out to have 2.57 and 1.1 times higher than that of MCRF, respectively. The research results suggest that 1) this conceptual framework is highly useful for the development of substantive theory and methodology; 2) management issues of AA and MCRF turned out to have 0.81 times in SCC that of AB, i.e, SCC can be significantly improved from control of AA and MCRF; and 3) supply of excellent resources and convenient facilities is needed to increase social carrying capacity. It is recommended that more empirical studies be performed in the future according to the season, visitor characteristics, and AS by NP.

• 한국지하수토양환경학회지:지하수토양환경
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• 제19권1호
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• pp.46-53
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• 2014

The purpose of this study is to promote utilization of paper mill sludge as an adsorbent for stabilizing heavy metals in contaminated water by measuring the adsorption capacity of paper mill sludge for cadmium and arsenic. To measure adsorption capacity of paper mill sludge, sorption isotherm experiments were analyzed by Langmuir and Freundlich isotherm models. Also, two methods of chemical modifications were applied to improve the adsorption capacities of paper-mill-sludge: the first method used sodium hydroxide (NaOH), called PMS-1, and the second method used the NaOH and tartaric acid ($C_4H_6O_6$) together, called PMS-2. For Cd adsorption, PMS-1 presented the increase of reactivity while PMS-2 presented the decline of reactivity compared to that of untreated paper-mill-sludge. In case of As adsorption, both PMS-1 and PMS-2 showed the decrease of adsorption capacities. This is because zeta-potential of paper mill sludge was changed to more negative values during chemical modification process due to the hydroxyl group in NaOH and the carboxyl group in $C_4H_6O_6$, respectively. Therefore, we may conclude that the chemical treatment process increases adsorption capacity of paper mill sludge for cation heavy metals such as Cd but not for As.

• Structural Engineering and Mechanics
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• 제70권4호
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• pp.499-511
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• 2019

In this study, the axial compressive behavior of novel quadruple C-channel built-up cold-formed steel columns with different slenderness ratio was investigated, using the experimental and numerical analysis. The axial compressive capacity and failure modes of the columns were obtained and analyzed. The finite element models considering the geometry, material and contact nonlinearity were developed to simulate and analyze the structural behavior of the columns further. There was a great correlation between the numerical analyses and test results, which indicated that the finite element model was reasonable and accurate. Then influence of, slenderness ratio, flange width-to-thickness ratio and screw spacing on the mechanical behavior of the columns were studied, respectively. The tests and numerical results show that due to small slenderness ratio, the failure modes of the specimens are generally local buckling and distortional buckling. The axial compressive strength and stiffness of the quadruple C-channel built-up cold-formed steel columns decrease with the increase of maximum slenderness ratio. When the screw spacing is ranging from 150mm to 450mm, the axial compressive strength and stiffness of the quadruple C-channel built-up cold-formed steel columns change little. The axial compressive capacity of quadruple C-channel built-up cold-formed steel columns increases with the decrease of flange width-thickness ratio. A modified effective length factor is proposed to quantify the axial compressive capacity of the quadruple C-channel built-up cold-formed steel columns with U-shaped track in the ends.

• 공업화학
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• 제5권1호
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• pp.44-53
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• 1994

고성능 니켈-철 축전지를 개발하기 위하여 알칼리 축전지로 이론적 용량밀도가 높고 저공해성, 저렴한 가격, 자원의 풍부성 등의 우수한 장점을 가지고 있는 철전극에 대한 연구를 수행하였다. 충방전반응의 특성을 전위주사법, SEM, XRD 분석으로 조사하였으며, 또한 전극용량을 정전류 충방전시험법으로 조사하였다. 철의 순도와 입자크기가 전극용량에 크게 영향을 미쳤으며, 첨가제 $Na_2S$는 전극의 부동태화를 방지하고 수소과전압을 높여 전극용량을 20% 정도 증대시켰다. 전극의 안정성과 용량은 Ni-fibrex와 foamed Ni집전체를 사용하여 증대시켰으며, 또한 소결온도에 영향을 받았다. 전극용량은 350 mAh/g(0.2 C)으로 나타났는데, 이는 이용률 36%에 해당한다.

• 디지털콘텐츠학회 논문지
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• 제6권3호
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• pp.137-142
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• 2005

CDMA 방식은 미래의 모바일 네트워크를 위한 다중접속 방식으로 많은 주목을 받고 있으며 높은 무선 용량과 유연한 데이터 전송에 대한장점을 가지고 있다. 그리고 CDMA방식은 실시간 음성 및 비실시간 데이터 서비스를 제공하는 차세대 멀티미디어 시스템 분야에서 ITU에 제안된 주요 기술이다. 본 논문에서는 무선 채널에서 다중 접속 간섭 및 부분 대역 간섭의 제거와 시스템 채널 용량의 증가를 위해 MIMO-MC/CDMA 시스템의 용량을 평가하였다. 최근에 스펙트럼 효율과 링크의 신뢰도를 증가하기 위하여 다중경로를 이용하는 MIMO 방식이 제안되고 있다. 특히, 본 논문에서는 MIMO-MC/CDMA시스템의 채널 용량을 Eb/No, Mc, p, B에 따라서 평가하였다. 얻어진 결과로부터 채널용량을 개선하기 위해서는 신호의 요소들은 서로 무상관이어야하며 만약 부적당한 공간에 의한 상관과 부분 대역 간섭에 의한 주파수 간섭이 발생하만 MIMO-MC/CDMA 시스템의 채널 용량은 상당히 감소하게 됨을 알 수 있었다.