• 지식경영연구
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• 제20권1호
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• pp.133-153
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• 2019

Due to the uncertainty of dynamic business environment, modern organizations have been giving attention to dynamic capabilities beyond traditional notion of core competence. Among them, absorptive capacity and boundary-spanning activity are considered the most important. The former refers to activities regarding acquisition, assimilation, transformation and exploitation of internal and external knowledge. The latter is composed of boundary-loosening and boundary-tightening activities to detect internal or external information and then to preserve, protect, or acquire resources. Thus, both have achieved wide recognition as a potential source of change and innovation. This study investigated the cross-level relation between boundary-spanning leadership at team level and absorptive capacity at individual level. We also explored self-efficacy and extra-role behavior that can affect employees' absorptive capacity. To test multi-level analysis, the survey data were collected from 862 members in 137 teams of different firms. Results revealed that boundary-spanning leadership had the positive cross-level impact on absorptive capacity in the team context. Moreover, absorptive capacity was positively associated with self-efficacy and extra-role behavior at individual level. Based on these findings, we provided theoretical and practical implications to address rapidly changing environments and discussed limitations of this paper for further research.

• Steel and Composite Structures
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• 제7권6호
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• pp.457-468
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• 2007

Analytical and experimental investigation on dynamic properties of extra lightweight concrete sandwich beams reinforced with various lay ups of carbon reinforced epoxy polymer composites (CFRP) are discussed. The lightweight concrete used in the core of the sandwich beams was made up of extra lightweight aggregate, Lica. The density of concrete was half of that of the ordinary concrete and its compressive strength was about $100Kg/cm^2$. Two extra lightweight unreinforced (control) beams and six extra lightweight sandwich beams with various lay ups of CFRP were clamped in one end and tested under an impact load. The dimension of the beams without considering any reinforcement was 20 cm ${\times}$ 10 cm ${\times}$ 1.4 m. These were selected to ensure that the effect of shear during the bending test would be minimized. Three other beams, made up of ordinary concrete reinforced with steel bars, were tested in the same conditions. For measuring the damping capacity of sandwich beams three methods, Logarithmic Decrement Analysis (LDA), Hilbert Transform Analysis (HTA) and Moving Block Analysis (MBA) were applied. The first two methods are in time domain and the last one is in frequency domain. A comparison between the damping capacity of the beams obtained from all three methods, shows that the damping capacity of the extra lightweight concrete decreases by adding the composite reinforced layers to the upper and lower sides of the beams, and becomes most similar to the damping of the ordinary beams. Also the results show that the stiffness of the extra lightweight concrete beams increases by adding the composite reinforced layer to their both sides and become similar to the ordinary beams.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.1269-1278
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• 2006

These days the construction of extra-long piles increases. It is not unusual to install piles whose length exceed 45m. In such cases, the estimated value of negative skin friction becomes larger, often larger than the design load. In order to be sure of the safety of the super structure, the magnitude of the positive skin friction and the base bearing capacity should be known. In practice dynamic pile loading tests using PDA is the only possible measure to meet this requirement. However the analysis of dynamic pile loading test for such extra-long piles requires a thorough understanding of the pile-soil behaviour. In this paper, a new method to evaluate the positive skin friction and end bearing capacity from the normally performed PDA test is proposed. The proposed method was verified by performing specially designed pilot testings.

• 정보처리학회논문지A
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• 제14A권7호
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• pp.451-456
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• 2007

이 논문에서는 컴퓨터 시스템을 이질적 서버들로 구성된 시스템으로 간주하고, 장기적 관점에서 응용들간의 공정성을 추구하는 누적적(累積的) 공정 스케줄링 방법을 제시한다. 기존의 단일 서버 환경에서 주로 사용되는 GPS(generalized processor sharing) 기반의 스케줄링 알고리즘들은 순간적 관점에서 서버의 용량을 분배한다. 그러나 이를 이질적 다중 서버 환경에 적용하는 경우, 스케줄링 순서에 의한 지연시간의 오차가 서버들을 거치면서 누적될 수 있고, 잉여용량이 순간적 관점에서만 배분되기 때문에 장기적 관점에서 불공정성 문제가 발생할 수 있다. 본 논문의 방법에서는 각 응용의 예약용량을 보장하면서 잉여용량의 적절한 배분을 통해 장기적 관점의 공정 서비스를 추구한다. 이를 위해, 각 응용이 이상적으로 진행되기 위해 받아야 할 공정한 서비스 용량을 주기적 관찰을 통해 동적으로 파악하여 참조용량 모델로 삼고, 스케줄러는 응용들이 이 참조용량 모델을 점진적으로 따르도록 한다. 또한 이 모델을 효율적으로 구현하기 위한 휴리스틱 알고리즘을 만들고 실험을 통해 이를 검토한다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제6권8호
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• pp.1964-1981
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• 2012

In this paper a reversible data hiding scheme based on histogram shifting of host image blocks is presented. This method attempts to use full available capacity for data embedding by dividing the image into non-overlapping blocks. Applying histogram shifting to each block requires that extra information to be saved as overhead data for each block. This extra information (overhead or bookkeeping information) is used in order to extract payload and recover the block to its original state. A method to eliminate the need for this extra information is also introduced. This method uses maximum gap that exists between histogram bins for finding the value of pixels that was used for embedding in sender side. Experimental results show that the proposed method provides higher embedding capacity than the original reversible data hiding based on histogram shifting method and its improved versions in the current literature while it maintains the quality of marked image at an acceptable level.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1994년도 하계학술대회 논문집 C
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• pp.1652-1654
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• 1994

The Extra-high voltage XLPE cable is characterized by low transmission loss, large capacity, and high reliability. Conventionally, for XLPE cables of l54kV and above, aluminium sheath was used to be moisture barrier (thus preventing water tree deterioration of the insulation) and to protect cable core from physical stresses. However, as transmission capacity of the cable increases, so does the cable diameter and the corresponding aluminium sheath outer diameter and thickness. As a result, eddy-current loss in the sheath is increased, limiting the maximum current capacity of the cable itself. As an alternative to aluminium sheath, we have adopted stainless steel sheath with non-magnetic properties and a large resistivity, The new XLPE cable with stainless-steel sheath (CSZV cable) has drastically reduced eddy-current loss in the sheath.

• 한국산학기술학회논문지
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• 제12권8호
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• pp.3706-3714
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• 2011

본 연구는 주어진 시간 내에 현재의 열차운행계획을 바꾸지 않고 추가적으로 수송할 수 있는 화물의 최대량과 수송 일정을 찾고자 하는 알고리즘에 관한 것이다. 이를 위해 시간전개형 네트워크로 주어진 문제를 표현한 후, 전처리 절차를 통해 불필요한 호들을 제거하는 방법으로 정적네트워크에 반복적인 최대유통문제를 적용하여 기존 열차운행계획을 고려한 화물의 최대량과 수송일정을 제시하는 절차를 예시와 함께 제시하였다.

• 토지주택연구
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• 제8권4호
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• pp.257-266
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• 2017

LH has been using ultra high strength reinforcing bars (SD500 and SD600), since 2011. Such a change requires an adjustment of the old extra rates of bar splice to reflect use of ultra high strength reinforcing bars, as these rates had been set based on SD400 bars. It is particularly difficult to calculate precisely rebar lap-splice locations for large areas, such as those in apartment buildings. This research aims to adjust the extra rates of bar splice to reflect a reasonable rate; the rebar lap-splice length is not an exact estimation, but instead, an extra rates of bar splice is set and the rebar lap-splice length is increased by 2% (D 10) - 7% (025) depending on the bar size. The subjects of this study are LH apartments undergoing frame construction. We studied the quantity estimations from the design drawings, and analyzed the settlement quantities of construction field. The results of the study revealed that, when each of the quantities are analyzed, consider adjusting the extra rates of bar splice of some rebar to 1% - 3.5%. This was caused by an overuse of reinforcing bars in onsite construction and the use of supporting bars that have not been reflected in the documents, among other reasons. Based on the results of our study, an improvement plan for the current extra rates of bar splice seems to be necessary, cutting or raising the rate depending on the analysis of the data. Through this study, we expect to contribute to the calculation of reasonable construction costs, improvements in the quality of rebar work, and improvements in the capacity of design techniques for apartment buildings.

• 콘크리트학회논문집
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• 제20권3호
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• pp.375-381
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• 2008

레미콘 제조오차에 의한 콘크리트내의 물의 수량이 증가하면 내구성저하 등의 다양한 문제점을 야기하게 된다. 이러한 이유로 여러 방법들 중에 단위수량의 신속측정법인 정전용량법, 고주파가열법, 단위용적질량법을 이용하여 단위수량의 변동을 관리하고 있으며, 특히 일본의 경우에는 단위수량 변동 ($\pm$ 10, 15, 20 kg/$m^3$ 등)에 대한 관리지침을 규정하여 관리하고 있다. 그러나 일본에서 규정하고 있는 각종 지침들이 내구성 저하도를 고려하지 않은 상태에서 제조오차와 측정오차를 확률적으로 고려한 불확도 개념에서 합부판정 기준을 정하고 있는 실정이다. 이에 본 논문에서는 불확도 개념뿐만 아니라 실제 수량 산포에 따라 내구성 저하에 미치는 영향을 검토하고자 수량을 추가로 첨가하여 동결융해, 중성화, 염해를 중심으로 내구성 저하도를 측정하였다. 이상의 실험 결과 일반강도 범위 내에서 15 kg/$m^3$ 이상의 수량이 추가로 첨가 되었을 경우 콘크리트의 성능 저하 효과가 크기 때문에 설계된 내구 성능의 적정 수준 이상을 유지하기 위해서는 배합 설계된 단위수량에 대한 품질관리에 유의할 필요가 있다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2001년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.476-479
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• 2001

Interconnection of new energy sources, such as photovoltaic generation, wind power generation, etc., into the electric power distribution system may result in the increasing short-circuit capacity when a short circuit fault occurs. The short-circuit capacity becomes over the interrupting ratings of circuit breakers, and then they fails to operate in the proper way they prevent fault currents from flowing into the distribution facilities and thus causing them serious damages. This study deals with impacts on the respective short-circuit capacity of both low voltage and extra high voltage distribution systems at which new energy sources are installed. In order to obtain more accurate and all-case values very close to reality in the complicated distribution system, computer simulation tools should be required. In this paper, however, its focus is placed on examining the varying trend of short-circuit capacity, which may happen owing to new energy source interconnection, as a previewing step for exhaustive simulation studies.