• Wind and Structures
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• 제28권4호
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• pp.215-224
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• 2019

Because of the particularity and complexity of direct air-cooling structures (ACS), wind parameters given in the general load codes are not suitable for the wind-resistant design. In order to investigate the wind loads of ACS, two 1/150 scaled three-span models were designed and fabricated, corresponding to a rigid model and an aero-elastic model, and wind tunnel tests were then carried out. The model used for testing the wind pressure distribution of the ACS was defined as the rigid model in this paper, and the stiffness of which was higher than that of the aero-elastic model. By testing the rigid model, the wind pressure distribution of the ACS model was studied, the shape coefficients of "A" shaped frame and windbreak walls, and the gust factor of the windbreak walls were determined. Through testing the aero-elastic model, the wind-induced dynamic responses of the ACS model was studied, and the wind vibration coefficients of ACS were determined based on the experimental displacement responses. The factors including wind direction angle and rotation of fan were taken into account in this test. The results indicated that the influence of running fans could be ignored in the structural design of ACS, and the wind direction angle had a certain effect on the parameters. Moreover, the shielding effect of windbreak walls induced that wind loads of the "A" shaped frame were all suction. Subsequently, based on the design formula of wind loads in accordance with the Chinese load code, the corresponding parameters were presented as a reference for wind-resistant design and wind load calculation of air-cooling structures.

• 콘크리트학회논문집
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• 제19권2호
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• pp.171-178
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• 2007

경사 보강근이 철근콘크리트 연속 깊은 보의 구조적 거동에 미치는 영향을 파악하기 위하여 내부 전단경간에 개구부를 갖는 연속 깊은 보 12개가 실험되었다. 주요 변수는 개구부 크기와 경사 보강근 양이다. 개구부 주위의 경사 보강근 양과 개구부 크기의 영향을 동시에 고려하기 위한 유효 경사 보강근 계수가 제시되었다. 실험 결과 개구부를 갖는 연속 깊은 보의 하중 분배, 경사균열 폭 및 치대 내력은 유효 경사 보강근 계수에 의해 결정되었다. 유효 경사 보강근 계수가 클수록 경사균열 폭 및 이들의 진전 속도는 낮았다. 특히 유효 경사 보강근 계수가 0.077 이상인 보의 최대 내력은 동일 개구부 없는 보의 것에 비해 높았다. 내부 전단경간에 개구부를 갖는 연속 깊은 보의 최대 내력을 평가하기 위하여 상계치 이론을 이용한 수치해석 모델이 제시되었다. 제시된 모델로부터 얻은 최대 내력은 실험 결과와 잘 일치하였다.

• Structural Engineering and Mechanics
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• 제49권3호
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• pp.285-296
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• 2014

Material damping affects the dynamic behaviors of engineering structures considerably, but up to till now little research is maintained on influence factors of material damping. Based on the damping-stress function of steel, the material damping of steel beams is obtained by calculating the stress distribution of the beams with an analytical method. Some key influence factors of the material damping, such as boundary condition, amplitude and frequency of excitation, load position as well as the cross-sectional dimension of a steel beam are analyzed respectively. The calculated results show that even in elastic scope, material damping does not remain constant but varies with these influence factors. Although boundary condition affects material damping to some extent, such influence can be neglected when the maximum stress amplitude of the beam is less than the fatigue limit of steel. Exciting frequency, load position and cross-section dimension have great effects on the material damping of the beam which maintain the similar changing trend under different boundary conditions respectively.

• Journal of Power Electronics
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• 제14권2호
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• pp.271-281
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• 2014

Fluctuating wind conditions necessitate the use of a variable speed wind turbine (VSWT) with a AC/DC/AC converter scheme in order to harvest the maximum power from the wind and to decouple the synchronous generator voltage and frequency from the grid voltage and frequency. In this paper, a combination of a three phase diode bridge rectifier (DBR) and a modified topology of the diode clamped multilevel inverter (DCMLI) has been considered as an AC/DC/AC converter. A control strategy has been proposed for the DCMLI to achieve the objective of grid interface of a wind power system together with local load compensation. A novel fixed frequency current control method is proposed for the DCMLI based on the level shifted multi carrier PWM for achieving the required control objectives with equal and uniform switching frequency operation for better control and thermal management with the modified DCMLI. The condition of the controller gain is derived to ensure the operation of the DCMLI at the fixed frequency of the carrier. The converter current injected into the distribution grid is controlled in accordance with the wind power availability. In addition, load compensation is performed as an added facility in order to free the source currents being fed from the grid of harmonic distortion, unbalance and a low power factor even though the load may be unbalanced, non-linear and of a poor power factor. The results are validated using PSCAD/EMTDC simulation studies.

• Wind and Structures
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• 제17권2호
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• pp.227-244
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• 2013

Non-stationary extreme winds such as thunderstorm downbursts are responsible for many structural damages. This research presents a time domain approach for estimating along-wind load effects on tall buildings using multiple wind speed time history samples, which are simulated from evolutionary power spectra density (EPSD) functions of non-stationary wind fluctuations using the method developed by the authors' earlier research. The influence of transient wind loads on various responses including time-varying mean, root-mean-square value and peak factor is also studied. Furthermore, a simplified model is proposed to describe the non-stationary wind fluctuation as a uniformly modulated process with a modulation function following the time-varying mean. Finally, the probabilistic extreme response and peak factor are quantified based on the up-crossing theory of non-stationary process. As compared to the time domain response analysis using limited samples of wind record, usually one sample, the analysis using multiple samples presented in this study will provide more statistical information of responses. The time domain simulation also facilitates consideration of nonlinearities of structural and wind load characteristics over previous frequency domain analysis.

• ETRI Journal
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• 제39권3호
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• pp.301-309
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• 2017

In this paper, we propose a parallelization method for a High Efficiency Video Coding (HEVC) deblocking filter with transform unit (TU) split information. HEVC employs a deblocking filter to boost perceptual quality and coding efficiency. The deblocking filter was designed for data-level parallelism. In this paper, we demonstrate a method of distributing equal workloads to all cores or threads by anticipating the deblocking filter complexity based on the coding unit depth and TU split information. We determined that the average time saving of our proposed deblocking filter parallelization method has a speed-up factor that is 2% better than that of the uniformly distributed parallel deblocking filter, and 6% better than that of coding tree unit row distribution parallelism. In addition, we determined that the speed-up factor of our proposed deblocking filter parallelization method, in terms of percentage run-time, is up to 3.1 compared to the run-time of the HEVC test model 12.0 deblocking filter with a sequential implementation.

• 한국산학기술학회논문지
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• 제21권10호
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• pp.325-333
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• 2020

현재 자연 하천의 유사농도의 측정에 있어서 실제 측정은 기상 조건에 영향을 받으며, 기계적 한계로 인해 하천바닥에 인접한 소류사 구간의 유사농도 측정값은 부유사 구간의 유사농도 측정값 보다 신뢰도가 낮다. 그리하여, 하천의 바닥농도는 이론식을 통해 산정되어왔으나, 기존 유사농도 계산 공식들의 바닥농도 산정값은 실측값에 비해 신뢰도가 낮고 서로 다른 공식 간의 차이는 여러 조건에 따라 천차만별이다. 따라서 하천의 바닥농도를 산정하기 위해 보다 신뢰성이 높은 공식이 요구되고 있다. 본 연구는 하천의 유사농도에 정보엔트로피이론을 적용하여 유사농도분포와 평균유사농도의 결정방법을 제시하고 평균유사농도와 바닥농도의 관계를 통해 바닥농도를 산정하는 방법을 제시하였다. 유사농도 분포의 확률은 제약조건하에 계산된 최대 엔트로피에 의해 일정한 확률분포를 나타내게 되고, 이러한 관계에 근거하여 유사농도분포, 평균유사농도 그리고 바닥유사농도 간의 관계를 유도하고 측정 표본을 통해 바닥 유사농도를 산정할 수 있다. 본 연구의 이론 검증을 위해 과거 실험의 유사농도 측정값을 사용하여 유도된 유사농도분포와 평균유사농도 공식을 적용하였으며, 유도된 두 공식의 관계를 이용하여 대표 농도변수(EN : Equilibrium N )를 도출하였다. 대표 농도변수를 통해 산정한 점 농도는 실측값과 결정계수가 평균적으로 R2=0.924의 높은 신뢰도를 보였다. 이를 통하여, 실제 하천의 부유사 구간과 소류사 구간의 유사농도의 전체 경향을 보다 쉽게 파악하고 평균유사농도와 바닥농도의 관계를 이용하여, 신뢰도가 확보된 바닥농도를 손쉽게 산정할 수 있다.

• 전기학회논문지
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• 제63권9호
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• pp.1206-1211
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• 2014

Most LV customers have been applying three-phase four-wire electric distribution system which supplies 1-phase and 3-phase load concurrently. Due to its structural simplicity, This system is easy to run. But it can also cause many problems from the unbalance, such as reduced output, increased loss etc. Also the unbalance in the load side causes the unbalance in the source side; it may lower the stability of the whole power system. In this paper, we propose the Y-Tz transformer winding method to reduce the current unbalance in the source side. Efficiency of this method was proven through the simulation and verification experiment.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2000년도 추계학술대회 논문집 학회본부 A
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• pp.92-94
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• 2000

This paper presents algorithm to plan construction and expanding of substation considering contingency accidents by proposing utilization factor according to configuration of substation bank system. In this paper, above all, proper sphere of supply area by each district which could be standardized with respect to its supply capacity is established under assumption of long term load forecasting which was made by district respectively, and then goal of utilization ratio based on configuration of substation bank was set to keep reliability by remaining sound bank when it happen to one bank accidents. Finally it is set up for optimal construction and expanding of substation considering economy and reliability simultaneously about substation to exceed these ratio.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1999년도 하계학술대회 논문집 C
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• pp.1183-1185
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• 1999

The basic purpose of economic dispatch problem is that minimize fuel cost with inequality constraint of generator output. To solve this problem it is very important to express power loss equation that have quadratic function of generator output power included B-coefficient. This Paper presents a method in determining B-coefficient by use A-matrix that is calculated by loss re-distribution algorithm (LRDA) considering voltage dependent load model (VDLM)s. The Proposed algorithm is tested with IEEE 6 bus sample system, which shows the result in each cases by the change of load component factor.