• Wind and Structures
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• 제13권5호
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• pp.413-431
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• 2010

The focus of this article is on the assessment of vertical wind vector components and their aerodynamic impact on lattice framework, specifically two distinct sections of a guyed transmission tower. Thunderstorm winds, notably very localized events such as convective downdrafts (including downbursts) and tornadoes, result in a different load on a tower's structural system in terms of magnitude and spatial distribution when compared to horizontal synoptic winds. Findings of previous model-scale experiments are outlined and their results considered for the development of a testing rig that allows for rotation about multiple body axes through a series of wind tunnel tests. Experimental results for the wind loads on two unique experimental models are presented and the difference in behaviour discussed. For a model cross arm with a solidity ratio of approximately 30%, the drag load was increased by 14% when at a pitch angle of $20^{\circ}$. Although the effects of rotation about the vertical body axis, or the traditional 'angle of attack', are recognized by design codes as being significant, provisions for vertical winds are absent from each set of wind loading specifications examined. The inclusion of a factor to relate winds with a vertical component to the horizontal speed is evaluated as a vertical wind factor applicable to load calculations. Member complexity and asymmetric geometry often complicate the use of lattice wind loading provisions, which is a challenge that extends to future studies and codification. Nevertheless, the present work is intended to establish a basis for such studies.

• 한국진공학회지
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• 제19권3호
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• pp.190-198
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• 2010

450 mm의 웨이퍼 공정용 플라즈마 장비의 개발을 위하여 안테나 형상, 챔버의 직경, 웨이퍼까지의 거리에 따른 플라즈마 균일도를 Ar과 $CF_4$에 대하여 축대칭 2차원으로 수치 모델링하였다. 챔버의 종횡비를 직경, 기판까지의 거리, 배기구의 면적으로 나누어서 결정하고 여기에 안테나 구조를 변경하여서 최적의 플라즈마 균일도를 갖는 조건을 도출하였다. Drift diffusion식과 준중성 조건을 이용한 간략화를 이용하였으며 표면 재결합과 식각 반응을 이온에너지의 함수로 처리하였다. 반응기판 표면에서의 플라즈마 밀도 균일도는 기판 홀더와 챔버 벽면과의 거리, 기판과 소스와의 거리가 멀수록 좋아졌으며, 안테나의 디자인이 4 turn으로 1층인 경우, 두 번째, 네 번째 turn만 사용하여 전류비 1 : 4에서 기판표면에서의 플라즈마 균일도를 4.7%까지 낮출 수 있었다. Ar과 $CF_4$의 반경 방향으로 전자 온도 균일도 50%, 전자 밀도 균일도 19%의 차이가 있었다.

• 정보처리학회논문지D
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• 제11D권2호
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• pp.339-350
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• 2004

많은 수의 클라이언트를 갖는 이동 컴퓨팅 환경에서 방송 기술은 낮은 대역폭의 문제를 해결할 수 있다. 그러나 기존에 제안한 대부분의 동시성 제어 기법들은 이동 클라이어언트에서 발생하는 거래를 질의 거래로 제한하였다. 본 논문에서는 캐슁과 방송기술을 이용하고 이동 클라이언트에서 갱신 거래를 허락하는 UTSM-ARM(An Update Transaction scheduling Method Using an Adaptive Request Message)을 제안한다. UTSM-ARM은 이동 클라이언트의 캐쉬 데이터에 대한 유효성을 데이터의 동적인 갱신 패턴 비율을 기준으로 판단할 수 있다. 또한 이동 클라이언트에서 접근하는 캐쉬 데이터와 이동 트랜잭션에 대한 타임스템프는 이동 트랜잭션의 직렬가능한 수행을 보장한다. 그 결과 UTSM-ARM은 방송환경의 비대칭적인 대역폭을 효율적으로 사용할 수 있으며 이동 트랜잭션의 수행 성능을 향상시킬 수 있다.

• 소성∙가공
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• 제25권6호
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• pp.379-389
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• 2016

As a stator for steam turbine diaphragm, hollow-type nozzle stator to substitute for conventional solid one is introduced in this study. This hollowed stator can be separated into two parts such as upper and lower plates with large and curved surface area. This study focuses on thick plate forming process for the upper plate of the hollow-partitioned nozzle stator. First, to reduce forming defects such as under-cut and localized thinning of the deformed plate, and to avoid tool interruption between forming punch and lower die, tool design including the position determination of forming surfaces is performed. Uni-axial tensile tests are carried out using SUS409L steel plate with initial thickness of 5.00mm, and plastic strain ratio (r-value) is also obtained. Due to the asymmetric curved configuration of the upper plate, it is hard to adopt a series of blank holder or draw-bead, so the initial plate during this thick plate forming experiences unstable and non-uniform contact. To easy this forming difficulty and find suitable tool geometry without sliding behavior of the workpiece in the die cavity, two geometric parameters with respect to each shoulder angle of the lower die and the upper punch are adopted. FE models with consideration of 21 combinations for the geometric parameters are built-up, and numerical simulations are performed. From the simulated and predicted results, it is shown that the geometric parameter combinations with ($30^{\circ}$, $90^{\circ}$) and ($45^{\circ}$, $90^{\circ}$) for the shoulder angle of the lower die and the upper punch are suitably applied to this upper plate forming of the hollow-partitioned nozzle stator used for the turbine diaphragm.

• 한국멀티미디어학회논문지
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• 제7권5호
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• pp.744-754
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• 2004

본 논문에서는 웨이블릿 계수 변화량을 고려한 극성 기반 블라인드 워터마킹 방법을 제안한다. 제안한 방법에서는 영상을 변형시키는 다양한 공격에서 워터마크 검출력을 높이기 위해 삽입과 검출시에 사용되는 임계치를 달리하여 적용하는 비대칭 임계치 워터마킹을 적용하였다. 또한 워터마크 검출시 계수 값의 작은 변화에 따른 워터마크 검출 값의 오류 현상을 개선하기 위해 계수 값 이동 변화량을 분석하여 이 범위 안에 속하는 계수 변화량은 인정하지 않아 계수 값의 변화 민감성을 둔화시켰다. 이를 위해 극성 유지 임계치 $\beta$를 설정하여 $\beta$ 이상의 차이 값에 대해서만 극성 내용을 토대로 워터마크를 검출하였다. 실험 결과 제안한 방법은 비교적 우수한 화질에서 손실 JPEG 압축, 잡음 첨가, 클로핑, 블러링 등의 공격에 강인함을 알 수 있었다.

• Advances in concrete construction
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• 제12권5호
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• pp.377-389
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• 2021

Reinforced concrete vertical silos are universal structures that store large amounts of granular materials. Due to the asymmetric structure, heavy load, uneven storage material distribution, and the difference between the storage volume and the storage material bulk density, the corresponding earthquake is very complicated. Some scholars have proposed the calculation method of horizontal forces on reinforced concrete vertical silos under the action of earthquakes. Without considering the effect of torsional effect, this article aims to reveal the expansion factor of the silo group considering the torsional effect through experiments. Through two-way seismic simulation shaking table tests on reinforced concrete column-supported group silo structures, the basic dynamic characteristics of the structure under earthquake are obtained. Taking into account the torsional response, the structure has three types of storage: empty, half and full. A comprehensive analysis of the internal force conditions under the material conditions shows that: the different positions of the group bin model are different, the side bin displacement produces a displacement difference, and a torsional effect occurs; as the mass of the material increases, the structure's natural vibration frequency decreases and the damping ratio Increase; it shows that the storage material plays a role in reducing energy consumption of the model structure, and the contribution value is related to the stiffness difference in different directions of the model itself, providing data reference for other researchers; analyzing and calculating the model stiffness and calculating the internal force of the earthquake. As the horizontal side shift increases in the later period, the torsional effect of the group silo increases, and the shear force at the bottom of the column increases. It is recommended to consider the effect of the torsional effect, and the increase factor of the torsional effect is about 1.15. It can provide a reference for the structural safety design of column-supported silos.

• Earthquakes and Structures
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• 제23권2호
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• pp.151-168
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• 2022

Torsion is one of the most important causes of building collapse during earthquakes. Sometimes, despite the symmetric form of the building, infill walls disturb the symmetry of the lateral resisting system. The purpose of this research is to investigate the effect of urban layout on developing torsion caused by infill walls. For this purpose, a typological study was conducted based on the conditions of perimeter walls on 364 buildings and then 9 cases were selected. The dimensions of the selected buildings are constant and the conditions of the perimeter walls including facades with openings and cantilevered facades are variable. The selected buildings with 60 different layouts of infill walls were analyzed and the behavior of each one was evaluated based on the torsional irregularity criteria of seismic codes. The results of the analyses showed that if the perimeter walls of a building are symmetric, asymmetric interior walls will not be important in developing torsion and effective parameters in symmetry of the perimeter infill walls are the number of walls, area of openings, aspect ratio, and construction details. Finally, architectural solutions to mitigate the torsional effects of infill walls were proposed for buildings with solid infill walls on some sides, for buildings where the perimeter walls of one side are on the cantilevered part, and for buildings where the perimeter walls of two adjacent sides are on the cantilevered part. In three-sided buildings, where two adjacent façades are cantilevered, it is often impossible to use the potential of the infill walls.

• Computers and Concrete
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• 제30권5호
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• pp.311-321
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• 2022

The interfacial bond strength of partially encased composite (PEC) structure tends to 0, therefore, the cast-in-place concrete theoretically cannot embody better composite effect than the fabricated structure. A total of 12 specimens were designed and experimented to investigate the energy dissipation and damage of fabricated PEC beam through unidirectional cyclic loading test. Because the concrete on both sides of the web was relatively independent, some specimens showed obvious asymmetric concrete damage, which led to specimens bearing torsion effect at the later stage of loading. Based on the concept of the ideal elastoplastic model of uniaxial tensile steel and the principle of equivalent energy dissipation, the energy dissipation ductility coefficient is proposed, which can simultaneously reflect the deformability and bearing capacity. In view of the whole deformation of the beam, the calculation formula of energy dissipation is put forward, and the energy dissipation and its proportion of shear-bending region and pure bending region are calculated respectively. The energy dissipation efficiency of the pure bending region is significantly higher than that of the shear-bending region. The setting of the screw arbors is conducive to improving the energy dissipation capacity of the specimens. Under the condition of setting the screw arbors and meeting the reasonable shear span ratio, reducing the concrete pouring thickness can lighten the deadweight of the component and improve the comprehensive benefit, and will not have an adverse impact on the energy dissipation capacity of the beam. A damage model is proposed to quantify the damage changes of PEC beams under cyclic load, which can accurately reflect the load damage and deformation damage.

• Journal of Astronomy and Space Sciences
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• 제40권3호
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• pp.101-111
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• 2023

We conducted a statistical study of polar mesospheric summer echoes (PMSEs) in relation to magnetic local time (MLT), considering the geomagnetic conditions using the K-index (or K). Additionally, we performed a case study to examine the velocity profile, specifically for high velocities (≥ ~100 m/s) varying with high temporal resolution at high K-index values. This study utilized the PMSE data obtained from the mesosphere-stratosphere-troposphere radar located in Esrange, Sweden (63.7°N, 21°E). The change in K-index in terms of MLT was high (K ≥ 4) from 23 to 04 MLT, estimated for the time PMSE was present. During the near-midnight period (0-4 MLT), both PMSE occurrence and signal-to-noise ratio (SNR) displayed an asymmetric structure with upper curves for K ≥ 3 and lower curves for K < 3. Furthermore, the occurrence of high velocities peaked at 3-4 MLT for K ≥ 3. From case studies focusing on the 0-3 MLT period, we observed persistent eastward-biased high velocities (≥ 200 m/s) prevailing for ~18 min. These high velocities were accompanied with the systematic motion of profiles at 85-88 km, including large shear formation. Importantly, the rapid variations observed in velocity could not be attributed to neutral wind effects. The present findings suggest a strong substorm influence on PMSE, especially in the midnight and early dawn sectors. The large zonal drift observed in PMSE were potentially energized by local electromagnetic fields or the global convection field induced by the electron precipitation during substorms.

• KDI Journal of Economic Policy
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• 제14권1호
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• pp.89-119
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• 1992

본고(本稿)는 최근 논란이 되고 있는 금융기관(金融機關)들의 꺾기관행의 의의와 꺾기의 통화량효과(通貨量效果)를 분석함으로써 예대상계(預貸相計)를 통한 정부(政府)의 꺾기규제정책의 효과를 규명해 보고자 하는 데 그 목적이 있다. 꺾기란 여신(與信)(대출(貸出))에 대응해서 일정한 금액의 수신(受信)(예금(預金))을 요구하는 금융관행을 통칭하는데, 기존 문헌에 의하면 이윤극대화(利潤極大化)를 추구하는 금융기관이 정보(情報)의 비대칭성이나 예금(預金) 및 대출금리규제(貸出金利規制)와 같은 금융규제(金融規制) 등에 따른 금융시장의 불완전성을 극복하기 위해 도입하는 관행으로서 궁극적으로는 금융자원배분(金融資源配分)의 왜곡을 시정하는 데 기여하게 된다. 한편 꺾기의 통화량효과(通貨量效果)는 꺾기가 일국(一國)의 통화승수(通貨乘數)에 미치는 효과에 의존하게 되는데, 꺾기의 통화승수효과(通貨乘數效果)는 총대출 중 예금으로 회귀하는 적정예금회귀율(滴定預金回歸率)과 은행(銀行)들의 적정예금지급준비율(滴定預金支給準備率)에 미치는 꺾기의 효과에 의존하게 된다. 이론적으로 이들 효과의 방향은 불분명한데 실증분석결과에 의하면 우리나라의 경우 꺾기의 통화량효과(通貨量效果)는 유의성(有意性)이 없는 것으로 나타나고 있다. 따라서 이에 의하면 꺾기가 인위적으로 통화량(通貨量)을 증가시킬 것이라는 통념은 지지되지 않고 있을 뿐만 아니라, 예대상계정책(預貸相計政策)을 통해 통화량(通貨量)을 감소시킴으로써 여유대출자금(餘裕貸出資金)을 창출할 수 있을 것이라는 기대가 실현되기도 어렵다 할 것이다. 이에 따라 앞으로 예대상계(預貸相計)를 통화량관리(通貨量管理)의 방편으로 이용하고자 하거나 이를 통해 대출여유자금(貸出餘裕資金)을 창출하고자 하는 정책의 추진은 대단히 신중을 기하는 것이 바람직하다 할 것이다.