• Title/Summary/Keyword: load pattern

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Optimal Configuration of Distribution Network using Genetic Algorithms (유전자 알고리즘을 이용한 전력 배전의 최적화)

  • 김인택;조원혁
    • Journal of the Korean Institute of Intelligent Systems
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    • v.7 no.5
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    • pp.28-33
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    • 1997
  • This paper presents an application of genetic algorithms for optimal configuration of distribution network. Optimal nehvork is defined to satisfy the condition of load balancing. Three problems are suggested to show the performance of genetic algorithms. To resolve the problems, we propose two different mutation operators, in stead of crossover and mutation operators, which are utilized in both global and local search operations. In addition, arc pattern list is also proposed for an efficient search.

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A Study on the Voltage Stability Direct Analysis reflecting Load Increase Pattern (부하의 증가 패턴을 고려한 전압 안정도 직접 해석에 관한 연구)

  • Moon, Y.H.;Choi, D.K.;Roh, T.H.;Lee, E.H.
    • Proceedings of the KIEE Conference
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    • 1996.11a
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    • pp.80-83
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    • 1996
  • This paper develops a method for reliably estimating an UEP(Unstable Equilibrium Point) which is located in the direction of SEP(Stable Equilibrium Point)'s moving as system load is getting heavy. As power systems are getting loaded heavily, the SEP which is an operable solution, and the UEP which is occurring voltage collapse, are moving toward each other linearly. The estimated UEP is used as a good initial guess for the real UEP. The proposed method is tested by 3 bus system and Stagg 5 bus system. It is demonstrated that the proposed method is very useful for assessing system voltage stability in the case of heavy loaded power system. The result solutions are often used in conjunction with energy methods and the stability margin.

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Mechanical Properties of Spheroidal Graphite Cast Iron with Duplex Matrix. (2상혼합조직(相混合組織)을 가진 구상흑연주철(球狀黑鉛鑄鐵)의 기계적성질(機械的性質)에 관한 연구(硏究))

  • Yoon, Eui-Pak;Lee, Young-Ho
    • Journal of Korea Foundry Society
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    • v.2 no.2
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    • pp.2-9
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    • 1982
  • This paper is concerned with the improvement of impact and tensile Properties of spheroidal graphite cast iron of the following duplex matricess which were heat treated in the eutectic transformation temperature range (that is, $({\alpha}+{\gamma})$ coexisting range) ; ferrite-martensite, ferrite-bainite and ferrite-pearlite. The absorbed energy and maximum load was measured by recording the load-deflection curve with instrumented Charpy impact testing machine in the temperature range from $+100^{\circ}C$ to $-196^{\circ}C$. It was found the ferrite-bainite duplex matrix showed the highest toughness among the above matrices in the room temperature and the low temperature range. Comparison of this matrix to ferrite-pearlite matrix(that is, as cast) showed a lowering of $27^{\circ}C$ in the nil-ductility transition temperature (NDT) and a lowering of $40^{\circ}C$ in the ductile-brittle transition temperature (TrE), Which seems to result from the finner dimple pattern observed using miorofractography.

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STUDY ON ALGORITHM FOR CALCULATION REMAINING CAPACITY OF INDUSTRIAL LEAD-ACID BATTERY (산업용 연축전지의 잔존용량 산출 알고리즘(Algorithm)에 관한 연구)

  • Lim, Gyu-Ryeong;Chun, Soon-Yong
    • Proceedings of the KIEE Conference
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    • 2001.07d
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    • pp.2187-2189
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    • 2001
  • The proposed algorithm has produced the rules of relationship between the load voltage, current, discharging electric power and ampere-hours, electric power capacity of battery on the basis of the data. Which were acquired through the battery discharging experiment that is defined by the battery's ambient temperature and various load conditions. Especially, by calculating the parameter of second order polynomial equation relation between the remaining capacity and the electric power, the algorithm is proposed adapting for the discharging pattern. And as the depth of discharging is increasing, the calculation-method of electric power is applied to decrease the accumulated error in the calculation method of capacity accumulation. Also, the proposed algorithm has compensated the temperature considering the capacity change of battery to the temperature.

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Mesoscopic analysis of reinforced concrete beams

  • Tintu Shine, A.L.;Fincy, Babu;Dhileep, M.
    • Coupled systems mechanics
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    • v.8 no.4
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    • pp.289-298
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    • 2019
  • Reinforced concrete can be considered as a heterogeneous material consisting of coarse aggregate, mortar mix and reinforcing bars. This paper presents a two-dimensional mesoscopic analysis of reinforced concrete beams using a simple two-phase mesoscopic model for concrete. The two phases of concrete, coarse aggregate and mortar mix are bonded together with reinforcement bars so that inter force transfer will occur through the material surfaces. Monte Carlo's method is used to generate the random aggregate structure using the constitutive model at mesoscale. The generated models have meshed such that there is no material discontinuity within the elements. The proposed model simulates the load-deflection behavior, crack pattern and ultimate load of reinforced concrete beams reasonably well.

Strength assessment of RC deep beams and corbels

  • Adrija, D.;Geevar, Indu;Menon, Devdas;Prasad, Meher
    • Structural Engineering and Mechanics
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    • v.77 no.2
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    • pp.273-291
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    • 2021
  • The strut-and-tie method (STM) has been widely accepted and used as a rational approach for the design of disturbed regions ('D' regions) of reinforced concrete members such as in corbels and deep beams, where traditional flexure theory does not apply. This paper evaluates the applicability of the equilibrium based STM in strength predictions of deep beams (with rectangular and circular cross-section) and corbels using the available experiments in literature. STM is found to give fairly good results for corbel and deep beams. The failure modes of these deep members are also studied, and an optimum amount of distribution reinforcement is suggested to eliminate the premature diagonal splitting failure. A comparison with existing empirical and semi empirical methods also show that STM gives more reliable results. The nonlinear finite element analysis (NLFEA) of 50 deep beams and 20 corbels could capture the complete behaviour of deep members including crack pattern, failure load and failure load accurately.

Spatio-temporal Pattern Mining for Power Load Forecasting in GIS-AMR Load Analysis Model (GIS-AMR 부하 분석 모델에서의 전력 부하 예측을 위한 시공간 패턴 마이닝)

  • Lee, Heon Gyu;Piao, Minghao;Park, Jin Hyoung;Shin, Jin-ho;Ryu, Keun Ho
    • Proceedings of the Korea Information Processing Society Conference
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    • 2009.04a
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    • pp.3-6
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    • 2009
  • 변압기 무선부하감시 시스템에서 30분 간격으로 계측된 부하 데이터와 GIS-AMR 데이터웨어하우스로부터 변압기 속성 및 공간적 특징을 추출하여 정확한 변압기의 부하 패턴을 예측하기 위한 시공간 패턴 마이닝 기법을 적용하였다.

Experimental validation of dynamic based damage locating indices in RC structures

  • Fayyadh, Moatasem M.;Razak, Hashim Abdul
    • Structural Engineering and Mechanics
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    • v.84 no.2
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    • pp.181-206
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    • 2022
  • This paper presents experimental modal analysis and static load testing results to validate the accuracy of dynamic parameters-based damage locating indices in RC structures. The study investigates the accuracy of different dynamic-based damage locating indices compared to observed crack patterns from static load tests and how different damage levels and scenarios impact them. The damage locating indices based on mode shape curvature and mode shape fourth derivate in their original forms were found to show anomalies along the beam length and at the supports. The modified forms of these indices show higher sensitivity in locating single and multi-cracks at different damage scenarios. The proposed stiffness reduction index shows good sensitivity in detecting single and multi-cracks. The proposed anomalies elimination procedure helps to remove the anomalies along the beam length. Also, the adoption of the proposed weighting method averaging procedure and normalization procedure help to draw the overall crack pattern based on the adopted set of modes.

Performance of headed FRP bar reinforced concrete Beam-Column Joint

  • Md. Muslim Ansari;Ajay Chourasia
    • Structural Engineering and Mechanics
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    • v.90 no.1
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    • pp.71-81
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    • 2024
  • Fiber Reinforced Polymer (FRP) bars have now been widely adopted as an alternative to traditional steel reinforcements in infrastructure and civil industries worldwide due variety of merits. This paper presents a numerical methodology to investigate FRP bar-reinforced beam-column joint behavior under quasi-static loading. The proposed numerical model is validated with test results considering load-deflection behavior, damage pattern at beam-column joint, and strain variation in reinforcements, wherein the results are in agreement. The numerical model is subsequently employed for parametric investigation to enhance the end-span beam-column joint performance using different joint reinforcement systems. To reduce the manufacturing issue of bend in the FRP bar, the headed FRP bar is employed in a beam-column joint, and performance was investigated at different column axial loads. Headed bar-reinforced beam-column joints show better performance as compared to beam-column joints having an L-bar in terms of concrete damage, load-carrying capacity, and joint shear strength. The applicability and efficiency of FRP bars at different story heights have also been investigated with varying column axial loads.

An Embedded system for real time gas monitoring using an ART2 neural network

  • Cho, Jung-Hwan;Shim, Chang-Hyun;Lee, In-Soo;Lee, Duk-Dong;Jeon, Gi-Joon
    • 제어로봇시스템학회:학술대회논문집
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    • 2003.10a
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    • pp.479-482
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    • 2003
  • We propose a real time gas monitoring system for classifying various gases with different concentrations. Using thermal modulation of operating temperature of two sensors, we extract patterns of gases from the voltage across the load resistance. We adopt the relative resistance as a pre-processing method and an ART2 neural network as a pattern recognition method. The proposed method has been implemented in a real time embedded system with tin oxide gas sensors, TGS 2611, 2602 and an MSP430 ultra-low power microcontroller in the test chamber.

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