• 전력전자학회논문지
• /
• 제6권2호
• /
• pp.149-157
• /
• 2001

본 논문에서는 간단한 외란 관측 기법을 이용한 영구자석형 동기 전동기(Permanent Magnet Syncoronous Motor:PMSM)의 비선형 속도 제어 기법이 제안된다. 피드백 선형화(feedback linearization) 기법을 이용함으로써 비선형 요서가 효과적으로 제거되고 출력 오차 동특성을 선형 제어 기법에 기반하여 설정할 수 있다. 그러나 이 방식은 제어기의 파라미터들이 실제 모터의 파라미터들과 일치하지 않으면 만족스러운 성능을 기대할 수 없다. 본 논문에서는 파라미터들이 실제 모터의 파라미터들과 일치하지 않으면 만족스러운 성능을 기대할 수 없다. 본 논문에서는 파라미터 변동에 의한 비선형 외란을 제거하기 위해 외란 관측 기법을 이용한다. 제안한 방식에는 두개의 축소 차수 관측기만 이용되므로 관측기 설계가 상당히 간단하고 파라미터 추정을 위한 제어기의 계산량에 많은 부담을 주지 않는다. 제안한 관측기를 이용한 비선형 속도 제어 알고리즘이 파라미터 변동에 대해 상인한 제어특성을 가짐을 시뮬레이션과 실험 결과로 입증하였다.

• 한국방재학회:학술대회논문집
• /
• 한국방재학회 2008년도 정기총회 및 학술발표대회
• /
• pp.787-790
• /
• 2008

SWAT(Soil and Water Assesment Tool) 모형은 장기간에 걸친 토양과 토지이용 및 관리 상태에 따라 복잡하게 반응한 대규모 유역의 물과 토사유출 및 농업화학물질로 인해 실제 토지관리가 수환경에 끼치는 영향을 예측하기 위하여 개발되었다. 일반적으로 하천은 유역의 개발 정도에 따라 도시하천과 자연하천으로 나뉘며 도시하천의 경우 도시화가 진행됨에 따라 토지이용상태 및 토지피복상태의 변화로 불투수면적이 증가함에 따라 도시하천의 건천화가 급속도로 진행된다. 본 연구에서는 장기유출모의가 가능한 SWAT 모형을 이용하여 도시하천의 유출량을 모의하고 특히 유역의 규모가 작은 소유역의 SWAT 모형의 적용성을 제시하고자 한다. GIS와 연계한 SWAT 모형을 이용하여 조만강 유역을 모의하였고, 모형의 민감도 분석을 통해 매개변수를 최적화시킴으로서 모델의 신뢰도를 평가하고자 하였다.

• 한국식생활문화학회지
• /
• 제21권1호
• /
• pp.57-64
• /
• 2006

The purpose of this study was to measure the pizza purchasing behavioral characteristics of respondents and importances of factors affecting pizza purchase, to estimate the effects of attributes on pizza restaurant choice, and to predict probability of selecting a particular pizza restaurant. The questionnaire consisted of two parts: The paired experimental profiles, purchasing behavior and importances of factors affecting pizza purchase. This study generated profiles of 16 hypothetical pizza restaurant based on the seven attributes. The profiles comprised 16 discrete sets of variables, each of which had two levels. For this study, researcher randomly selected 150 students of university as respondents. Twenty students did not complete the survey instrument, resulting in a final sample size of 129. All estimations were carried out using frequencies, $X^2$, independent samples t-test, phreg procedure of SAS package. The results are as follows. Some purchasing behavioral characteristics and importances of factors affecting pizza purchase were significantly different by gender. Based on the estimated models developed for male student group and female student group, the Chi-square statistics were significant at p<0.001. The parameter estimate for late delivery time with male student group was highest, and the parameter estimate for price with female student group was highest. The pizza restaurant that charged \20,000, offered 100% discount on eleventh pizza, promised to deliver pizza in 40 mins, usually delivered the pizza as promised time, offered only 1 type of pizza crust, delivered warm pizza, offered the money-back guarantee was favored by each of male student group and female student group. The results from this study suggested that there was an opportunity to increase market share and profit by improving operations so that customers receive discount and money-back guarantee simultaneously, and by reducing price, delivery time.

• Geomechanics and Engineering
• /
• 제36권5호
• /
• pp.465-474
• /
• 2024

Uniaxial compressive strength (UCS) is a critical geomechanical parameter that plays a significant role in the evaluation of rocks. The practice of indirectly estimating said characteristics is widespread due to the challenges associated with obtaining high-quality core samples. The primary aim of this study is to investigate the feasibility of utilizing the gene expression programming (GEP) technique for the purpose of forecasting the UCS for various rock categories, including Schist, Granite, Claystone, Travertine, Sandstone, Slate, Limestone, Marl, and Dolomite, which were sourced from a wide range of quarry sites. The present study utilized a total of 170 datasets, comprising Schmidt hammer (SH), porosity (n), point load index (Is(50)), and P-wave velocity (Vp), as the effective parameters in the model to determine their impact on the UCS. The UCS parameter was computed through the utilization of the GEP model, resulting in the generation of an equation. Subsequently, the efficacy of the GEP model and the resultant equation were assessed using various statistical evaluation metrics to determine their predictive capabilities. The outcomes indicate the prospective capacity of the GEP model and the resultant equation in forecasting the unconfined compressive strength (UCS). The significance of this study lies in its ability to enable geotechnical engineers to make estimations of the UCS of rocks, without the requirement of conducting expensive and time-consuming experimental tests. In particular, a user-friendly program was developed based on the GEP model to enable rapid and very accurate calculation of rock's UCS, doing away with the necessity for costly and time-consuming laboratory experiments.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2004년도 추계학술대회
• /
• pp.43-48
• /
• 2004

When structures are loaded by a combination of primary and secondary stresses, plasticity effects occur which cannot be evaluated by a simple linear addition of the effects resulting from the two independent stress systems. Thermal stress due to temperature gradient is classified as secondary stress. It is known that secondary stress is released as increase of plastic zone. In this paper, two and three dimensional elastic-plastic finite element analyses are performed for the cracked plates and pipes under combined thermal and mechanical loading. And V-factor is introduced to account for plasticity effect. The present results provide that V-factor is function of thermal factor and loading and is consistent regardless of geometry. We developed the prediction method of elastic-plastic fracture mechanics parameter under combined primary and secondary loading from the present results.

• 대한기계학회논문집A
• /
• 제33권9호
• /
• pp.949-956
• /
• 2009

The C(t)-integral describes amplitude of stress and strain rate field near a tip of stationary crack under transient creep condition. Thus the C(t)-integral is a key parameter for the high-temperature crack assessment. Estimation formulae for C(t)-integral of the cracked component operating under mechanical load alone have been provided for decades. However, high temperature structures usually work under combined mechanical and thermal load. And no investigation has provided quantitative estimates for the C(t)-integral under combined mechanical and thermal load. In this study, 3-dimensional finite element analyses were conducted to calculate the C(t)-integral of elastic-creep material under combined mechanical and thermal load. As a result, redistribution time for the crack under combined mechanical and thermal load is re-defined through FE analyses to quantify the C(t)-integral. Estimates of C(t)-integral using this proposed redistribution time agree well with FE analyses results.

• Computers and Concrete
• /
• 제16권1호
• /
• pp.99-123
• /
• 2015

In this study, structural vulnerability of reinforced concrete moment resisting frames (RC-MRFs) by considering the Iran-specific characteristics is investigated to manage the earthquake risk in terms of multicomponent seismic excitations. Low and medium rise RC-MRFs, which constitute approximately 80-90% of the total buildings stock in Iran, are focused in this fragility-based assessment. The seismic design of 3-12 story RC-MRFs are carried out according to the Iranian Code of Practice for Seismic Resistant Design of Buildings (Standard No. 2800), and the analytical models are formed accordingly in open source nonlinear platforms. Frame structures are categorized in three subclasses according to the specific characteristics of construction practice and the observed seismic performance after major earthquakes in Iran. Both far and near fields' ground motions have been considered in the fragility estimation. An optimal intensity measure (IM) called Sa, avg and beta probability distribution were used to obtain reliable fragility-based database for earthquake damage and loss estimation of RC buildings stock in urban areas of Iran. Nonlinear incremental dynamic analyses by means of lumped-parameter based structural models have been simulated and performed to extract the fragility curves. Approximate confidence bounds are developed to represent the epistemic uncertainties inherent in the fragility estimations. Consequently, it's shown that including vertical ground motion in the analysis is highly recommended for reliable seismic assessment of RC buildings.

• ETRI Journal
• /
• 제38권3호
• /
• pp.560-567
• /
• 2016

To solve the problem of parameter optimization in image sensor-based visible light positioning systems, theoretical limits for both the location and the azimuth angle of the image sensor receiver (ISR) are calculated. In the case of a typical indoor scenario, maximum likelihood estimations for both the location and the azimuth angle of the ISR are first deduced. The Cramer-Rao Lower Bound (CRLB) is then derived, under the condition that the observation values of the image points are affected by white Gaussian noise. For typical parameters of LEDs and image sensors, simulation results show that accurate estimates for both the location and azimuth angle can be achieved, with positioning errors usually on the order of centimeters and azimuth angle errors being less than $1^{\circ}$. The estimation accuracy depends on the focal length of the lens and on the pixel size and frame rate of the ISR, as well as on the number of transmitters used.

• 천문학회보
• /
• 제42권2호
• /
• pp.54.1-54.1
• /
• 2017

Intrinsic alignments (IA), the coherent alignment of intrinsic galaxy orientations, can be a source of a systematic error of weak lensing surveys. The redshift evolution of IA also contains information about the physics of galaxy formation and evolution. We present the first measurement of IA at high redshift, z~1.4, using the spectroscopic catalog of blue star-forming galaxies of the FastSound redshift survey, with the galaxy shape information from the Canada-Hawaii-France telescope lensing survey. The IA signal is consistent with zero with power-law amplitudes fitted to the projected correlation functions for density-shape and shape-shape correlation components, $A_{\delta+}=-0.0040\pm 0.0754$ and $A_{++}=-0.0159\pm 0.0271$, respectively. These results are consistent with those obtained from blue galaxies at lower redshifts (e.g., $A_{\delta+}=0.0035_{-0.0389}^{+0.0387}$ and $A_{++}=0.0045_{-0.0168}^{+0.0166}$ at z=0.51 from the WiggleZ survey), suggesting no strong redshift evolution of IA. The upper limit of the constrained IA amplitude corresponds to a few percent contamination to the weak-lensing shear power spectrum, resulting in systematic uncertainties on the cosmological parameter estimations by $-0.035<\Delta \sigma_8<0.026$ and $-0.025<\Delta \Omega_{\mathrm m}<0.019$.

• 한국통신학회논문지
• /
• 제17권1호
• /
• pp.90-97
• /
• 1992

이 논문은 전송선로의 진폭과 위상응답을 선로의 입력측에서 추정하는 방법에 대해서 논의하고 협대역 ISDN 가입자 선로의 경우에 적용한 것이다. 활성과 비활성 상태의 표준 단말 임피던스와 선로의 입력측에서 추정할 수 있는 입력 임피던스로부터 선로의 ABCD 파라메터를 구할 수 있는 계산식을 유도한다. 입력 임피던스함수 추정을 위해 "chirp" 신호를 입자 전압신호로 사용하며, 이때 잡음의 영향은 앙상블 평균을 취하여 감소 시킨다. 이러한 ABCD 파라메터 추정 방법은 균일선로와 복합선로에 동일하게 적용될 수 있으며, 추정된 결과로부터 진폭 및 위상응답을 구할 수 있다. 협대역 ISDN 가입자 선로의 모델을 결정하여 모의실험한 결과를 제시하며 단말 임피던스의 편차에 의한 추정오차를 분석하였다.