• 한국콘텐츠학회논문지
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• 제11권12호
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• pp.504-510
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• 2011

문화 공연 분야는 과학기술의 발달과 더불어 새로운 개념의 공연 무대 장치 기술이 대두되고 있다. 이것은 무대 장치의 첨단화 및 자동화를 통해 다양한 극적 효과를 만들어 냄으로써 공연의 완성도를 높이는데 기여하고 있다. 특히, 무대 바닥의 장치 기술은 기존 고정식 무대 바닥의 단점을 극복하며 제한된 공간의 효율성 증대 및 무인화 공연을 가능하게 한다. 기존 공연에서는 부분적인 무대 바닥 변형 장치 기술이 적용되어 왔다. 본 논문에서는 무대 사용에 제한이 되었던 부분을 최소화하며 무대 연출 범위를 넓히고 다양한 극적효과를 낼 수 있는 전면 무대 바닥용 전자 마루 블록 시스템을 제안한다. 본 시스템의 전자 마루 블록은 4개의 선형 액추에이터에 의한 병렬형 구조로 상하 및 회전 동작을 수행하며, 그리고 자기장의 공진에 의한 무선 동력 전달을 수행한다. 이것은 하나의 블록으로 독립적인 공연을 가능하게 한다. 또한, 상위 통합 콘솔의 지령에 따라 블록간의 체결 및 분리가 되면서 무대 바닥 전체의 공연을 가능하게 하며, 공연의 특색에 맞는 무대 구성을 가능해서 연출 범위의 확대시킬 수 있다.

• Steel and Composite Structures
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• 제15권1호
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• pp.103-130
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• 2013

Fire performance and fire safety of high-rise buildings have become major concerns after the disasters of World Trade Center in the U.S. in 2001 and Windsor tower in Spain in 2005. Performance based design (PBD) approaches have been considered as a better method for fire resistance design of structures because it is capable of incorporating test results of most recent fire resistance technologies. However, there is a difficulty to evaluate fireproof performance of large structures, which have multiple structural members such as columns, slabs, and walls. The difficulty is mainly due to the limitation in the testing equipment, such as size of furnace that can be used to carry out fire tests with existing criteria like ISO 834, BS 476, and KS F 2257. In the present research, a large scale calorie meter (10 MW) was used to conduct three full scale fire tests on medical modular blocks. Average fire load of 13.99 $kg/m^2$ was used in the first test. In the second test, the weighting coefficient of 3.5 (the fire load of 50 $kg/m^2$) was used to simulate the worst fire scenario. The flashover of the medical modular block occurred at 62 minutes in the first test and 12 minutes in the second test. The heat resistance capacity of the external wall, the temperatures and deformations of the structural members satisfied the requirements of fire resistance performance of 90 minutes burning period. The total heat loads and the heat values for each test are calculated by theoretical equations. The duration of burning was predicted. The predicted results were compared with the test results, and they agree quite well.

• 전기전자학회논문지
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• 제3권1호
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• pp.141-149
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• 1999

차세대 고속 데이터 전송을 위해 연구되고 있는 MC-CDMA 방식은 이동통신환경에서 송신 신호의 주기가 채널의 지연확산보다 충분히 크지 않으면 심볼간의 간섭이 발생하여 성능이 열화된다. 본 논문에서는 이러한 문제점을 해결하기 위해 직 병렬 변환기를 통과시킴으로써 채널의 지연확산보다 충분히 큰 주기 신호를 만들고, 직 병렬 변환기의 서브채널 수에 따라 스펙트럼 효율을 가변적으로 높일 수 있다. 또한 이동통신환경에서 성능향상을 위해 MC-CDMA에 병렬 주파수 다이버시티 블럭을 첨가한다. 제안된 모델의 스펙트럼 효율을 계산하여 MC-CDMA의 스펙트럼 효율과 비교하고, 다중 경로 레일리 페이팅 채널 모델에서 성능 향상을 시뮬레이션을 통해 검증한다.

• 대한원격탐사학회지
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• 제34권5호
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• pp.749-762
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• 2018

본 연구에서는 고층 건물 신축에 의한 주변 지역의 일조 환경 변화를 계절별로 분석하였다. 지리정보시스템(geographic information system, GIS) 자료를 이용하여 부산광역시 부경대학교 일대를 중심으로 지형과 건물을 구축하고, 고층 건물 건설 전과 후에 대해 계절별로 일조 모델을 수행하였다. 고층 건물 단지 건설 전에도 대상 지역의 남동쪽에 위치한 아파트 단지와 남쪽에 위치한 봉오리산의 영향을 받아 일조 차단 영역이 넓게 나타났다. 고층 건물 단지 건설에 의해 주변 지역의 일조 시간이 감소하였고, 일출과 일몰 시간대에는 일조 차단 면적이 증가하였다. 일출 1시간 후의 경우에는 춘분(1.60%), 추분(1.58%), 하지(1.50%), 동지(1.36%) 순으로 일조 차단 면적이 증가하였다. 부경대학교 동쪽(남쪽)에 건설된 고층 건물 단지는 일출(일몰)시 서쪽(동쪽)으로 1,000 m(750 m) 이상의 지점까지 일조가 차단되었다. 특히, 부경대학교 내부에서는 춘분, 하지, 추분, 동지에 각각 46.61%, 22.75%, 58.56%, 11.31%의 일조 시간이 감소하였다. 부경대학교 기숙사 건물에 대해 겨울철 1주일 동안 일조 시간을 조사한 결과, 남쪽 고층 건물 단지 건설은 기숙사 건물 서쪽(남쪽) 벽면의 일조 면적을 30.91%(49.45%) 정도 감소시켰다.

• Geomechanics and Engineering
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• 제29권2호
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• pp.113-131
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• 2022

A rockburst is a common disaster in deep-tunnel excavation engineering, especially for high-geostress areas. An anomalously low friction effect is one of the most important inducements of rockbursts. To elucidate the correlation between an anomalously low friction effect and a rockburst, we establish a two-dimensional prediction model that considers the discontinuous structure of a rock mass. The degree of freedom of the rotation angle is introduced, thus the motion equations of the blocks under the influence of a transient disturbing force are acquired according to the interactions of the blocks. Based on the two-dimensional discontinuous block model of deep rock mass, a rockburst prediction model is established, and the initiation process of ultra-low friction rockburst is analyzed. In addition, the intensity of a rockburst, including the location, depth, area, and velocity of ejection fragments, can be determined quantitatively using the proposed prediction model. Then, through a specific example, the effects of geomechanical parameters such as the different principal stress ratios, the material properties, a dip of principal stress on the occurrence form and range of rockburst are analyzed. The results indicate that under dynamic disturbance, stress variation on the structural surface in a deep rock mass may directly give rise to a rockburst. The formation of rockburst is characterized by three stages: the appearance of cracks that result from the tension or compression failure of the deformation block, the transformation of strain energy of rock blocks to kinetic energy, and the ejection of some of the free blocks from the surrounding rock mass. Finally, the two-dimensional rockburst prediction model is applied to the construction drainage tunnel project of Jinping II hydropower station. Through the comparison with the field measured rockburst data and UDEC simulation results, it shows that the model in this paper is in good agreement with the actual working conditions, which verifies the accuracy of the model in this paper.

• 한국전자거래학회:학술대회논문집
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• 한국전자거래학회 1997년도 한국전자거래학회 종합학술대회지
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• pp.263-268
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• 1997

Functional Modeling methodology, IDEF0 is widely used for modeling, analysis and description of enterprise system. The limitation of modeling components restricts applicability and give rise to confusion about model. In this paper, we propose new method to extend IDEF0. The first is adding modeling components which are semantic representations. In addition to ICOMs, we add the time and cost component which is required to execute the function. The second is tracing mechanism. When we need some information, we drive the functions related with the information by reverse tracing of the function which produces the information as a output and input. Through the tracing, we find out the bottleneck process or high cost process. Finally, we suggest the final decomposition level. We call the final decomposed function into unit function which has only one output data. We can combine and reconstruct some of functions because an unit function is similar to ‘lego block’. To reach the integrated system, the main problem to be solved is the integration of information produced by different functional subsystem. This can be resolved when the creation of data must be dependent on only one function. Through view integration of function output, we can guarantee the integrity of data.

• 한국가시화정보학회지
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• 제17권2호
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• pp.10-16
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• 2019

Considering the role of viscosity in the hemorheology, the characteristics of non-Newtonian fluid are important in the pulsatile blood flows. Stenosis, with an abnormal narrowing of the vessel, contributes to block blood flows to downstream tissue and lead to plaque rupture. Therefore, systematic analysis of blood flow around stenosed vessels is crucial. In this study, non-Newtonian behaviors of blood analog fluids around the micro-stenosis with 60 % severity in diameter of $500{\mu}m$ was examined by using CFX under the pulsatile flow conditions with the period of 10 s. Viscosity information of two non-Newtonian fluids were obtained by fitting the value of normal blood and highly viscous blood. As the Newtonian fluid, the water at room temperature was used. During the pulsatile phase, wall shear stress (WSS) is highly oscillated. In addition, high viscous solution gives rise to increases the variation in the WSS around the micro-stenosis. Highly oscillating WSS enhance increasing tendency of plaque instability or rupture and damage of the tissue layer. These results, related to the influence on the damage to the endothelium or stenotic lesion, may help clinicians understand relevant mechanisms.

• Computers and Concrete
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• 제33권2호
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• pp.205-216
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• 2024

Self-Curing Self Compacting Concrete (SCSCC), is a special concrete in contemporary construction practice aimed at enhancing the performance of structural concrete. Its primary function is to ensure a sufficient moisture supply that facilitates hydration along with flow, particularly in the context of high-rise buildings and tall structures. This innovative concrete addresses the challenges of maintaining adequate curing conditions in large-scale projects, maintaining requisite workability, contributing to the overall durability and longevity of concrete structures. For implementing such a versatile material in construction, it is imperative to understand the stress-strain (S-S) behaviour. The primary aim of this study is to develop the S-S curves for TCSCSCC and compare through experimental results. Finite element (FE) analysis based ATENA-GiD was employed for the numerical simulation and develop the analytical stress-strain curves by introducing parameters viz., grade of concrete, tie diameter, tie spacing and yield strength. The stress ratio and the strain ratios are evaluated and compared with experimental values. The mean error is 1.2% with respect to stresses and 2.2% in case of strain. Finally, the stress block parameters for tie confined SCSCC are evaluated and equations are proposed for the same in terms of confinement index.

• The Korean Journal of Physiology
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• 제21권2호
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• pp.241-257
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• 1987

The effects of external $Ca^{2+}$ and $Ca^{2+}-antagonists$ on the spontaneous contractions and electrical activities were investigated in guinea-pig stomach in order to clarify the mechanism for the generation of slow waves. Electrical responses of circular smooth muscle cells were recorded using glass capillary microelectrodes filled with 3 M KCl. All experiments were performed in tris-buffered Tyrode solution which was aerated with 100% $O_2$ and kept at $35^{\circ}C$. The results obtained were as follows: 1) The amplitude of spontaneous contractions was maximal at around 2-4 mM $Ca^{2+}$, whereas their frequency was inversely related with external $Ca^{2+}$ within the range of 0.5 to 16 mM $Ca^{2+}$. 2) Verapamil suppressed the amplitude of spontaneous contraction in a dose-dependent manner, while the frequency of spontaneous contractions was almost not changed over the whole concentration of verapamil $(0.01{\sim}5\;mg/l)$. 3) Manganese increased both the amplitude and the frequency of spontaneous contractions dose-dependently in low $Mn^{2+}$ (below 0.05 mM $Mn^{2+}$), while their amplitude and frequency were decreased in high $Mn^{2+}$ (above 0.1 mM $Mn^{2+}$). 4) The ampltude and maximum rate of rise of slow waves were incrased in high $Ca^{2+}$ solution. In $Ca^{2+}-free$ solution, the spontaneous contractions recorded simultaneously with slow waves ceased and tonic contraction ($Ca^{2+}-free$ contracture) was developed in parallel with membrane depolarization and the disappearance of slow waves. 5) Verapamil (1 mg/1) decreased the amplitude and maximum rate of rise of slow waves and it depolarized the membrane by about 6 mV, whereas the frequency of slow waves was not affected by verapamil. 6) Manganese showed different characteristic effects between low and high $Mn^{2+}$ on the slow waves: In low $Mn^{2+}$ (0.05 mM $Mn^{2+}$), the initial rapid increases and the subsequent gradual decreases in three parameters of slow waves (amplitude, rate of rise, and frequency of slow waves) till a new steady state were observed. However, in high $Mn^{2+}$ (0.5 mM $Mn^{2+}$) slow waves disappeared and membrane was depolarized. From the above results, the following conclusions could be made: 1) $Ca^{2+}$ is necessary for a generation of the slow waves, even though it is small amount. 2) Verapamil suppresses the spontaneous contractions of gastric antral strip by the decreases in amplitude and maximum rate of rise of slow waves, while this drug does not block the $Ca^{2+}-channel$ involved in the generation of slow waves. 3) Manganese has dual actions on the $Ca^{2+}-channels$; the $Ca^{2+}-channel$ involved in the generation of slow waves (or Na-Ca exchange system) or the channel for the generation of spike potentials are stimulated by a low concentration of $Mn^{2+}$, while both the $Ca^{2+}$. Channels are blocked by high concentration of $Mn^{2+}$.

• 한국조경학회지
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• 제40권1호
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• pp.12-22
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• 2012

최근 들어 서울시를 비롯한 대도시에 건립되는 초고층건물은 주변 공기의 대류를 변화시켜 난류현상을 유발하여 빌딩바람과 도시열섬 및 대기오염 물질 집적 등 주변 환경에 영향을 미치고 있다. 그 중에서도 고층건물의 주변지역의 기온의 공간적 변화는 환경 경사가 심한 것으로 판단된다. 이에 본 연구에서는 서울시 강남구의 초고층건물 지역과 인접 지역의 기온차이를 파악하고자 2008년 3월 16일부터 2009년 3월 15일까지 고정관측과 이동관측을 수행하였다. 타워팰리스(TPL)와 숙명여고(SMG)의 거리는 불과 200m이지만 두 관측지점의 연평균 기온차는 $0.7^{\circ}C$로 관측되었고, TPL의 열대야 일수는 13일, SMG는 5일이었다. TPL의 기온이 다른 곳보다 높은 것은 고층건물에 의한 도로협곡으로 인해 sky view factor가 현저히 낮아 장파복사의 대기 중 방출이 억죄되 도시열섬현상을 가중시키고 냉난방의 단위면적 당 전력 수요가 높아, 이로 인한 인공폐열이 도로협곡에 갇혀 고층건물 지역인 TPL의 열섬현상이 인접 지역보다 높은 것으로 관측되었다.