• 대한전기학회논문지:시스템및제어부문D
• /
• 제49권3호
• /
• pp.117-123
• /
• 2000

A new control method for precision robust position control of a PMSM (Permanent Magnet Synchronous Motor) using asymptotically stable adaptive load torque observer is presented in the paper. Precision position control is obtained for the PMSM system approximately linearized using the field-orientation method. Recently, many of these drive systems use the PMSM to avoid backlashes. However, the disadvantages of the motor are high cost and complex control because of nonlinear characteristics. Also, the load torque disturbance directly affects the motor shaft. The application of the load torque observer is published in [1] using fixed gain. However, the motor flux linkage is not exactly known for a load torque observer. There is the problem of uncertainty to obtain very high precision position control. Therefore, a model reference adaptive observer is considered to overcome the problem of unknown parameter and torque disturbance in this paper. The system stability analysis is carried out using Lyapunov stability theorem. As a result, asymptotically stable observer gain can be obtained without affecting the overall system response. The load disturbance detected by the asymptotically stable adaptive observer is compensated by feedforwarding the equivalent current which gives fast response. The experimental results are presented in the paper using DSP TMS320c31.

• 한국구조물진단유지관리공학회 논문집
• /
• 제11권4호
• /
• pp.147-151
• /
• 2007

재하시험은 교량의 내하력을 측정하는 효과적인 방법이다. 국내에서 교량의 내하력평가는 계측값과 해석값을 비교하여 산정된 응답보정계수를 사용하여 산정한다. 본 논문에서는 통행차량에 의한 응답보정계수를 결정하는 방법을 개발하였다. 제안된 방법은 차량효과를 고려하기 위하여 컴퓨터 시뮬레이션의 결과에 기반을 두었다. 제안된 방법과 기존 방법의 비교결과는 제안된 방법이 교량의 공용 내하력을 비교적 잘 예측한다는 것을 알 수 있다.

• Structural Engineering and Mechanics
• /
• 제25권1호
• /
• pp.53-73
• /
• 2007

In this study, an effective load increment method for multi modal adaptive non-linear static (pushover) analysis (NSA) for building type structures is presented. In the method, lumped plastisicity approach is adopted and geometrical non-linearties (second-order effects) are included. Non-linear yield conditions of column elements and geometrical non-linearity effects between successive plastic sections are linearized. Thus, load increment needed for formation of plastic sections can be determined directly (without applying iteration or step-by-step techniques) by using linearized yield conditions. After formation of each plastic section, the higher mode effects are considered by utilizing the essentials of traditional response spectrum analysis at linearized regions between plastic sections. Changing dynamic properties due to plastification in the system are used on the calculation of modal lateral loads. Thus, the effects of stiffness changes and local mechanism at the system on lateral load distribution are included. By using the proposed method, solution can be obtained effectively for multi-mode whereby the properties change due to plastifications in the system. In the study, a new procedure for determination of modal lateral loads is also proposed. In order to evaluate the proposed method, a 20 story RC frame building is analyzed and compared with Non-linear Dynamic Analysis (NDA) results and FEMA 356 Non-linear Static Analysis (NSA) procedures using fixed loads distributions (first mode, SRSS and uniform distribution) in terms of different parameters. Second-order effects on response quantities and periods are also investigated. When the NDA results are taken as reference, it is seen that proposed method yield generally better results than all FEMA 356 procedures for all investigated response quantities.

• Structural Engineering and Mechanics
• /
• 제51권3호
• /
• pp.487-502
• /
• 2014

In buildings structures, the flexural stiffness reduction of beams and columns due to concrete cracking plays an important role in the nonlinear load-deformation response of reinforced concrete structures under service loads. Most Seismic Design Codes do not precise effective stiffness to be used in seismic analysis for structures of reinforced concrete elements, therefore uncracked section properties are usually considered in computing structural stiffness. But, uncracked stiffness will never be fully recovered during or after seismic response. In the present study, the effect of concrete cracking on the lateral response of structure has been taken into account. Totally 120 cases of 3 Dimensional Dynamic Analysis which considers the real and accidental torsional effects are performed using ETABS to determine the effective structural system across the height, which ensures the performance and the economic dimensions that achieve the saving in concrete and steel amounts thus achieve lower cost. The result findings exhibits that the dual system was the most efficient lateral load resisting system based on deflection criterion, as they yielded the least values of lateral displacements and inter-storey drifts. The shear wall system was the most economical lateral load resisting compared to moment resisting frame and dual system but they yielded the large values of lateral displacements in top storeys. Wall systems executes tremendous stiffness at the lower levels of the building, while moment frames typically restrain considerable deformations and provide significant energy dissipation under inelastic deformations at the upper levels. Cracking found to be more impact over moment resisting frames compared to the Shear wall systems. The behavior of various lateral load resisting systems with respect to time period, mode shapes, storey drift etc. are discussed in detail.

• 한국컴퓨터정보학회논문지
• /
• 제16권8호
• /
• pp.11-18
• /
• 2011

웹 사용자의 급증은 과중한 전송량과 시스템의 부하문제를 야기 시켰으며 이를 해결하기 위한 방안으로 클러스터시스템이 연구되고 있다. 기존 웹 클러스터 시스템에서는 웹 서버 간 부하가 균등하더라도 멀티미디어나CGI 등으로 요청 데이터 크기가 크면 특정 웹 서버의 부하와 응답 시간이 증가되는 경향이 있다. 본 논문에서는 웹 클러스터 시스템의 효율적인 자원사용 방법에 관하여 연구하였다. 메모리 사용을 균형적으로 하는 웹 클러스터 시스템을 구현하기 위한 부하 분산 알고리즘을 제안하여 검토하고 다양한 클러스터링 모델에서 반응시간을 성능 측정의 지수로 제시하였다. 또한 웹 클러스터 시스템의 동시사용자 수를 기반으로 반응시간은 사용자 수를 증가시키면서 실험하였으며, 성능 실험을 통해 기존의 방식보다 제안한 기법이 처리율과 응답시간에서 보다 향상된 것으로 나타났다.

• 한국지진공학회논문집
• /
• 제10권3호
• /
• pp.65-75
• /
• 2006

건물의 지진응답을 평가하기 위하여 비선형 푸시오버 해석을 수행한다. 구조물의 비탄성 지진응답을 정확히 예측하기 위해서는, 비선형해석에 사용되는 층하중분포가 구조물의 시간이력 지진응답 동안 실제로 발생되는 지진하중분포를 나타낼 수 있어야 한다. 본 연구에서는 건축물의 지진하중분포를 예측하기 위하여 새로운 모드조합법을 개발하였다. 개발된 모드조합법에서는 모드조합계수를 곱한 각 모드의 스펙트럼응답을 조합하여 다수의 지진하중분포를 예측한다. 모멘트 골조와 켄틸레버 벽체에 대한 변수연구를 수행하였다. 변수연구 결과를 토대로, 각 고유모드가 구조물의 지진응답에 미치는 영향을 나타내는 모드조합계수를 정의하였다. 다양한 정형 및 수직 비정형 구조물에 대하여 제안된 계수모드조합법을 적용하였다. 그 결과 제안된 모드조합법은 시간이력 응답 동안 구조물에 실제로 발생되는 지진하중분포를 정확히 예측할 수 있었다.

• Journal of Electrical Engineering and Technology
• /
• 제13권3호
• /
• pp.1069-1078
• /
• 2018

Demand response (DR) programs give opportunity to consumers to manage their electricity bills. Besides, distribution system operator (DSO) is interested in using DR programs to obtain technical and economic benefits for distribution network. Since small consumers have difficulties to individually take part in the electricity market, an entity named demand response provider (DRP) has been recently defined to aggregate the DR of small consumers. However, implementing DR programs face challenges to fairly allocate benefits and payments between DRP and DSO. This paper presents a procedure for modeling the interaction between DRP and DSO based on a bilevel programming model. Both DSO and DRP behave from their own viewpoint with different objective functions. On the one hand, DRP bids the potential of DR programs, which are load shifting and load curtailment, to maximize its expected profit and on the other hand, DSO purchases electric power from either the electricity market or DRP to supply its consumers by minimizing its overall cost. In the proposed bilevel programming approach, the upper level problem represents the DRP decisions, while the lower level problem represents the DSO behavior. The obtained bilevel programming problem (BPP) is converted into a single level optimizing problem using its Karush-Kuhn-Tucker (KKT) optimality conditions. Furthermore, point estimate method (PEM) is employed to model the uncertainties of the power demands and the electricity market prices. The efficiency of the presented model is verified through the case studies and analysis of the obtained results.

• 한국구조물진단유지관리공학회 논문집
• /
• 제16권1호
• /
• pp.35-43
• /
• 2012

일반적으로 교량의 하중저항능력인 내하력은 교량의 거동에 큰 영향을 줄 수 있는 심각한 손상, 결함, 재료적인 열화현상이 존재하지 않는다면 이론적인 방법으로 평가한 내하력보다 여유가 있다. 그러나 현재 내하력을 구하기위한 재하실험 및 구조해석 과정에서 이미 오차가 포함되어 있어 응답보정계수의 신뢰성이 떨어지고 있다. 이에 본 연구에서는 센서의 센싱 문제와 구조해석 모델의 적정성에 오차를 해결하기 위하여 센서부에서 기존의 전기저항식 변형률, 변위 센서의 문제점을 도출하여 성능이 우수한 스마트 센서인 광섬유 스마트 센서로의 변화를 추진하고자 한다. 또한, 다양한 구조해석 모델 해석을 통하여 최적의 적정 모델을 선정함으로서 응답보정계수의 정확성을 향상시키고자 하였다.

• International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
• /
• 제6권1호
• /
• pp.44-50
• /
• 2003

If the accelerometers are used in measuring the response, the absolute values of the velocity and displacement are not usually obtainable because their initial values are not accounted for in the integration of the acceleration response. A new dynamic response conversion algorithm of both the time domain and the frequency domain is proposed for the problem in estimating the displacement data by defining the transformed responses. In this algorithm, the displacement response can be obtained from the measured acceleration records by integration without requiring the knowledge of the initial velocity and displacement information. The applicability of the technique is tested by an example problem using the real bridge's superstructure under several cases of moving load. In the response conversion procedure of the frequency domain, the identified response according to the frequency can be estimated by changing over the limits of integration. If the reliability of the identified responses is ensured, it is expected that the proposed method for estimating the impact factor can be useful in the bridge's dynamic test. This method can be useful in those practical cases when the direct measurement of the displacement is difficult as in the dynamic studies of huge structure.

• Structural Engineering and Mechanics
• /
• 제27권6호
• /
• pp.697-711
• /
• 2007

Though extensive research has been carried out for the ultimate strength of steel reinforced concrete (SRC) members under static and cyclic load, there was only limited information on the applied analysis models. Modeling of the inelastic response of SRC members can be accomplished by using a microcosmic model. However, generally used microcosmic model, which usually contains a group of parameters, is too complicated to apply in the nonlinear structural computation for large whole buildings. The intent of this paper is to develop an effective modeling approach for the reliable prediction of the inelastic response of SRC columns. Firstly, five SRC columns were tested under cyclic static load and constant axial force. Based on the experimental results, normalized trilinear skeleton curves were then put forward. Theoretical equation of normalizing point (ultimate strength point) was built up according to the load-bearing mechanism of RC columns and verified by the 5 specimens in this test and 14 SRC columns from parallel tests. Since no obvious strength deterioration and pinch effect were observed from the load-displacement curve, hysteresis rule considering only stiffness degradation was proposed through regression analysis. Compared with the experimental results, the applied analysis model is so reasonable to capture the overall cyclic response of SRC columns that it can be easily used in both static and dynamic analysis of the whole SRC structural systems.