• Journal of Electrical Engineering and Technology
• /
• 제7권6호
• /
• pp.845-851
• /
• 2012

Power system loads have a significant impact on a system. Although it is difficult to precisely describe loads in a mathematical model, accurately modeling them is important for a system analysis. The traditional load modeling method is based on the load components of a bus. Recently, the load modeling method based on measurements from a system has been introduced and developed by researchers. The two major components of a load modeling problem are determining the mathematical model for the target system and estimating the parameters of the determined model. We use the composite load model, which has both static and dynamic load characteristics. The ZIP model and the induction motor model are used for the static and dynamic load models, respectively. In this work, we propose the measurement-based parameter estimation method for the composite load model. The test system and related measurements are obtained using transient security assessment tool(TSAT) simulation program and PSS/E. The parameter estimation is then verified using these measurements. Cases are tested and verified using the sample system and its related measurements.

• Journal of Electrical Engineering and Technology
• /
• 제1권2호
• /
• pp.161-169
• /
• 2006

Load representation has a significant impact on power system analysis and control results. In this paper, composite load models are developed based on on-line measurement data from a practical power system. Three types of static-dynamic load models are derived: general ZIP-induction motor model, Exponential-induction motor model and Z-induction motor model. For the dynamic induction motor model, two different third-order induction motor models are studied. The performances in modeling real and reactive power behaviors by composite load models are compared with other dynamic load models in terms of relative mismatch error. In addition, numerical consideration of ill-conditioned parameters is addressed based on trajectory sensitivity. Numerical studies indicate that the developed composite load models can accurately capture the dynamic behaviors of loads during disturbance.

• 대한전기학회논문지:전력기술부문A
• /
• 제51권9호
• /
• pp.417-424
• /
• 2002

This paper presents an industrial peak load management system for the peak demand control. Kohonen neural network and wavelet transform based techniques are adopted for industrial peak load forecasting that will be used as input data of the peak demand control. Firstly, one year of historical load data of a steel company were sorted and clustered into several groups using Kohonen neural network and then wavelet transforms are applied with Biorthogonal 1.3 mother wavelet in order to forecast the peak load of one minute ahead. In addition, for the peak demand control, composite fuzzy model is proposed and implemented in this work. The results are compared with those of conventional model, fuzzy model and composite model, respectively. The outcome of the study clearly indicates that the composite fuzzy model approach can be used as an attractive and effective means of the peak demand control.

• 대한치과보철학회지
• /
• 제52권3호
• /
• pp.202-210
• /
• 2014

목적: 이 연구의 목적은 abfraction병소가 있는 금속도재관수복 치아를 수복하거나 하지 않을 때 나타나는 응력집중과 분포를 유한요소분석으로 평가하는 것이다. 재료 및 방법: 상악 제1 소구치를 선정하여 총 10개의 유한요소모델을 만들었다. 모델 1은 자연치; 모델 2는 협측과구개측 백악법랑경계 상방 2 mm에 변연이 위치한 금속도재관; 모델 3은 협측과구개측 백악법랑경계에 변연이 위치한 금속도재관; 모델 4는 abfraction병소를 가진 자연치; 모델 5와 6은 다른 조건은 각각 모델 2와 3과 동일하면서 abfraction병소를 가진 치아; 모델 7은 abfraction병소를 가지고 composite resin으로 수복된 자연치;모델 8과 9는 각각 모델 5와 6과 동일한 모델에 abfraction병소를 composite resin으로 수복한 후 금속도재관 장착한 치아; 모델 10은 composite resin으로 abfraction lesion을 수복하고 금속도재관의변연을 abfraction병소보다 하방에 위치시킨 치아였다. 위치를 서로 달리한 하중 load A와 load B를 가하여, 각 기준점에서의 von Mises stress값들을 측정하여 비교하였다. 결과: Abfraction병소가 있는 치아에 load A 또는 load B를 주었을 때, 응력은 lesion의 apex에 집중되었다. 반면, abfraction병소를 composite resin으로 충전한 치아에 load A 또는 load B를 주었을 때 응력값은 apex에서 감소하였다. 결론: Abfraction이 있는 치아는 복합 레진으로 수복해주는 것이 응력의 집중을 줄여서 병소의 예후에 유리한 것으로 나타났으며, Abfraction이 발생된 치아를 금속 도재관으로 수복할 경우 협측변연을 법랑질 상에 위치시키는 것이 유리하였다.

• Steel and Composite Structures
• /
• 제45권1호
• /
• pp.51-66
• /
• 2022

This paper presents the axial compression behavior of partially encased composite (PEC) columns using H-shaped structural steel. In the experimental program, a total of eight PEC columns with H-shaped steel sections of different flange and web slenderness ratios were tested to investigate the interactive mechanism between steel and concrete. The test results showed that the PEC columns could sustain the load well beyond the peak load provided that the flange slenderness ratio was not greater than five. In addition, the previous analytical model was extended to predict the axial load-strain relationships of the PEC columns with H-shaped steel sections. A good agreement between the predicted load-strain relationships and test data was observed. Using the analytical model, the effects of compressive strength of concrete (21 to 69 MPa), yield strength of steel (245 to 525 MPa), slenderness ratio of flange (4 to 10), and slenderness ratio of web (10 to 25) on the interactive mechanism (K_h = confinement factor for highly confined concrete and K_w = reduction factor for steel web) and ductility index (DI = ratio between strain at peak load and strain at proportional load) were assessed. The numerical results showed that the slenderness of steel flange and yield strength of steel significantly influenced the compression behavior of the PEC columns.

• Steel and Composite Structures
• /
• 제8권6호
• /
• pp.441-455
• /
• 2008

This paper presents an effective hysteretic model for the prediction and evaluation of steel reinforced concrete member seismic performance. This model adopts the load-deformation relationship acquired from monotonic load tests and incorporates the double-pivot behavior of composite members subjected to cyclic loads. Deterioration in member stiffness was accounted in the analytical model. The composite member performance assessment control parameters were calibrated from the test results. Comparisons between the cyclic load test results and analytical model validated the proposed method's effectiveness.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2009년도 춘계 학술발표회
• /
• pp.482-489
• /
• 2009

Various model piles with different sections such as reinforced concrete, steel, steel-concrete composite without rebar and steel-concrete composite with rebar were made, and vertical load test was conducted using a large scaled UTM(Universal Test Machine) to evaluate Young's modulus and ultimate load of the model piles. Based on the tests, ultimate load of steel-concrete composite pile is 31% greater than the sum of it of reinforced concrete pile and it of steel pile. This is caused that ultimate load and Young's modulus of inner concrete increase due to confining effect by outer steel casing. Variation of ultimate load is also insignificant depending on the ratio of length to diameter(L/D), therefore bucking has not an effect on change of ultimate load in case of the L/D below 10.

• Steel and Composite Structures
• /
• 제15권6호
• /
• pp.659-677
• /
• 2013

This paper introduces new specimens of Steel-Carbon Fibre Reinforced Polymer composite developed in accordance with standard test method and definition for mechanical testing of steel (ASTM-A370). The main purpose of this research is to study the behaviour of steel-CFRP composite specimen under uniaxial tension to use it in beams in lieu of traditional steel bar reinforcement. Eighteen specimens were prepared and divided into six groups, depending upon the number of the layers of CFRP. Uniaxial tensile tests were conducted to determine yield strength and ultimate strength of specimens. Test results showed that the stress-strain curve of the composite specimen was bilinear prior to the fracture of CFRP laminate. The tested composite specimens displayed a large difference in strength with remarkable ductility. The ultimate load for Steel-Carbon Fibre Reinforced Polymer composite specimens was found using the model proposed by Wu et al. (2010) and nonlinear FE analysis. The ultimate loads obtained from FE analysis are found to be in good agreement with experimental ones. However, ultimate loads obtained applying Wu model are significantly different from experimental/FE ones. This suggested modification of Wu model. Modified Wu's model which gives a better estimate for the ultimate load of Steel-Carbon Fibre Reinforced Polymer (SCFRP) composite specimen is presented in this paper.

• 콘크리트학회지
• /
• 제6권2호
• /
• pp.148-158
• /
• 1994

본 논문은 실제 교량위를 통과하는 차량에 의하여 프리스트레스트 콘크리트 합성거다 교량에 발생하는 프로하중을 합리적으로 표현할 수 있는 등가프로하중모델을 도출하는데 그 목적을 두고 있다. 교량에 작용하는 피로하중은 그 크기와 지속시간이 불규칙피로하중과 같은 피로손상을 줄 수 있는 등가의 피로하중 모델을 제안하여 피로해석 및 설계를 간편하고 합리적으로 수행할 수 있도록 하였다. 또, 이 모델의 적용성을 검토하기 위하여 국내의 교통량조사 자료를 이용하여 교량을 통과하는 차량의 확률모델을 도출하고, 이 모델로부터 작용 모멘트의 확률특성을 결정하여 피로해석을 수행하였다.

• Coupled systems mechanics
• /
• 제10권2호
• /
• pp.161-184
• /
• 2021

Strengthening of reinforced concrete beams with externally bonded fiber reinforced polymer plates/sheets technique has become widespread in the last two decades. Although a great deal of research has been conducted on simply supported RC beams, a few studies have been carried out on continuous beams strengthened with FRP composites. This paper presents a simple uniaxial nonlinear analytical model that is able to accurately estimate the load carrying capacity and the behaviour of damaged RC continuous beams flexural strengthened with externally bonded prestressed composite plates on both of the upper and lower fibers, taking into account the thermal load. The model is based on equilibrium and deformations compatibility requirements in and all parts of the strengthened beam, i.e., the damaged concrete beam, the FRP plate and the adhesive layer. The flexural analysis results and analytical predictions for the prestressed composite strengthened damaged RC continuous beams were compared and showed very good agreement in terms of the debonding load, yield load, and ultimate load. The use of composite materials increased the ultimate load capacity compared with the non strengthened beams. The major objective of the current model is to help engineers' model FRP strengthened RC continuous beams in a simple manner. Finally, this research is helpful for the understanding on mechanical behaviour of the interface and design of the FRP-damaged RC hybrid structures.