• Title/Summary/Keyword: 모멘트 기법

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Derivation of Relationship between Cross-site Correlation among data and among Estimators of L-moments for Generalize Extreme value distribution (Generalized Extreme Value 분포 자료의 교차상관과 L-모멘트 추정값의 교차상관의 관계 유도)

  • Jeong, Dae-Il
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.3B
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    • pp.259-267
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    • 2009
  • Generalized Extreme Value (GEV) distribution is recommended for flood frequency and extreme rainfall distribution in many country. L-moment method is the most common estimation procedure for the GEV distribution. In this study, the relationships between the cross-site correlations between extreme events and the cross-correlation of estimators of L-moment ratios (L-moment Coefficient of Variation (L-CV) and L-moment Coefficient of Skewness (L-CS)) for data generated from GEV distribution were derived by Monte Carlo simulation. Those relationships were fit to the simple power function. In this Monte Carlo simulation, GEV+ distribution were employed wherein unrealistic negative values were excluded. The simple power models provide accurate description of the relationships between cross-correlation of data and cross-correlation of L-moment ratios. Estimated parameters and accuracies of the power functions were reported for different GEV distribution parameters combinations. Moreover, this study provided a description about regional regression approach using Generalized Least Square (GLS) regression method which require the cross-site correlation among L-moment estimators. The relationships derived in this study allow regional GLS regression analyses of both L-CV and L-CS estimators that correctly incorporate the cross-correlation among GEV L-moment estimators.

Efficient Index Structure and Search Mehtod for Shape Image (모양 영상 검색을 위한 효율적인 색인구조와 검색방법)

  • 장용석;김성재;최병걸;안철웅;김승호
    • Proceedings of the Korean Information Science Society Conference
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    • 1999.10b
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    • pp.347-349
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    • 1999
  • 본 논문에서는 대규모 영상 데이터베이스로부터 모양 영상에 대한 검색을 빠르고 효율적으로 수행하기 위해 해싱기법을 변형한 색인구조와 검색방법을 제안한다. 제안된 색인 구조는 이진 모양 영상(binary shape image)의 불변 모멘트 집합(invariant moments set)을 특징 벡터로 사용하여 다차원으로 구성된다. 이 색인 구조를 기반으로 제안된 해싱을 변형한 검색방법은 기존의 방법들에 비해 검색공간을 줄임으로써 검색속도를 높인다. 본 논문에서 제안한 색인구조와 검색방법을 1000개의 이진 모양 영상들에 적용해 본 결과 검색공간이 전체 공간의 10% 미만으로 줄어드는 효과가 있었다.

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Moment Method of Log-Normal Size Distribution for Coagulation Problem - Constant Collision Kernel Model (대수정규분포의 모멘트 기법을 사용한 응집방정식의 해-상계수를 갖는 응집계수의 경우)

  • 박성훈;이승주;이규원
    • Proceedings of the Korea Air Pollution Research Association Conference
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    • 1999.10a
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    • pp.194-196
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    • 1999
  • 대기나 수용액 속에 부유 입자는 서로 충돌하여 합쳐져서 그 크기가 커지게 된다. 이러한 과정을 응집(Coagulation)이라고 하며, 이는 대기중 부유입자의 농도 및 크기분포의 변화, 구름 속에서의 빗방울형성 등에 매우 중요한 기작 중의 하나이다. 응집방정식은 일반적으로 비선형 편미적분 방정식으로 표현되어 일반 해를 구하는 것은 불가능하다. 이러한 이유로 응집방정식을 풀 때에는 수치 해석적인 방법이 주로 이용되고 있다.(Tolof, 1977; Gelbard and Seinfeld, 1978; Reed ea al., 1980; Mick et al., 1991).(중략)

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S3D

  • 소프트웨어센터
    • Computational Structural Engineering
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    • v.2 no.3
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    • pp.43-45
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    • 1989
  • 건축구조물의 삼차원 거동을 해석하기 위한 S3D는 한국과학기술원 이동근 교수에 의하여 개발되었으며 소프트웨어센터를 통하여 보급되고 있다. 보와 기둥 및 전단벽 등으로 구성된 건축구조물의 삼차원 거동을 효율적으로 해석하기 위하여 S3D에는 여러가지의 특수한 기법이 사용되고 있으며 개인용 전자계산기를 사용하여 사무소건물, 아파트 호텔, 병원 및 학교건물 등과 같이 규칙적인 형태를 대형 건축 구조물에 대한 삼차원 거동을 짧은 시간내에 해석 할 수 있도록 개발되었다. 우리나라의 내진설계 기준에 의한 지진하중 산정 및 층간변위, 우발비틀림 모멘트 등이 손쉽게 계산될 수 있으며 풍하중 등의 횡력에 대한 해석도 가능하다.

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Analysis of the Aerodynamic Characteristics of 'Buhwal' Airplane (부활호의 공력 특성 해석)

  • Noh, Kuk-Hyeon;Cho, Hwan-Kee;Cheong, Seong-Gee;Cho, Tae-Hwan;Kim, Byung-Soo;Park, Chan-Woo
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.40 no.10
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    • pp.882-887
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    • 2012
  • This paper describes on the aerodynamic characteristics of the first domestically manufactured aircraft, Buhwalho, in Korea. The computational fluid dynamics(CFD) calculations and wind tunnel test were utilized to investigate the basic aerodynamic characteristics of aircraft with control surface deflections and attitude changes. Variations of lift, drag and pitching moment due to angles of attack and control surface deflections were analyzed and also flight stability due to side force, yawing and rolling moments caused by the change of sideslip angles, rudder and aileron deflections were discussed. Through this study, the meaningful aerodynamic data by CFD calculations and wind tunnel tests were obtained and the flight characteristics based on these data were confirmed accordingly by the flight tests.

Estimation of Joint Moment and Muscle Force in Lower Extremity During Sit-to-Stand Movement by Inverse Dynamics Analysis and by Electromyography (역동역학해석 및 근전도 신호를 이용한 앉기-서기 동작에서의 하지 관절 모멘트 및 근력 예측)

  • Kim, Yoon-Hyuk;Phuong, Bui Thi Thanh
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.10
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    • pp.1345-1350
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    • 2010
  • Sit-to-stand movement is a basic movement in daily activities. On the basis of this movement, the biomechanical functions of a person can be evaluated. The study of the joint kinematics, moment, and muscle coordination is necessary to understand the characteristics of the sit-to-stand movement. We have developed a motion-based program for inverse dynamics analysis and the electromyogram-based program for muscle force prediction. The joint kinematics and the kinetic results estimated on the basis of obtained motion data, ground reaction force, and electromyogram signals were compared with those reported in previous studies, and the muscle forces determined by the two methods were compared with each other. The methods and programs developed in this study can be used to understand biomechanics and muscle coordination involved in basic movements in daily activities.

Earthquake-resistance Analysis of Piles Using Dynamic Winkler Foundation Model (동적 Winkler 보 모델을 이용한 말뚝의 내진해석)

  • 장재후;유지형;정상섬
    • Journal of the Korean Geotechnical Society
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    • v.18 no.2
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    • pp.39-49
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    • 2002
  • This paper describes a numerical method for pile foundation subjected to earthquake loading using dynamic Winkler foundation model. To verify the numerical method, shaking table tests were carried out. In shaking table tests, accelerations and pile bending moments were measured for single pile and pile groups with a spacing-to-diameter ratio of 2.5 under fixed input base acceleration. In numerical analysis, the input base and free field accelerations measured from shaking table tests were used as input base motions. Based on the results obtained, free field acceleration was magnified relative to input base acceleration, whereas pile head accelerations reduced relatively to free field acceleration for soil-pile interaction. Measured and predicted bending moments for both cases have maximum value within the distance 10cm(4d) from the pile top. However, there are some differences between the results of numerical analysis and shake table test below 10cm(4d) from the pile top.

Seismic Performance Evaluation of a RC Special Moment Frame Building (철근 콘크리트 특수 모멘트 골조 건물의 내진 성능 평가)

  • Kim, Tae-Wan;Kim, Jin-Koo
    • Journal of the Earthquake Engineering Society of Korea
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    • v.11 no.2 s.54
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    • pp.39-45
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    • 2007
  • In this study the probability and the reliability-based seismic performance evaluation procedure proposed in the FEMA-355F was applied to a reinforced concrete moment frame building. For the FEMA procedure, which was originally developed for steel moment frame structures, to be applied to other structural systems, the capacity should be re-defined and the factors reflecting the uncertainties related to capacity and demand need to be determined. To perform the evaluation procedure a prototype building was designed per IBC 2003, and inelastic dynamic analyses were conducted applying site-specific ground motions to determine the parameters for performance evaluation. According to the analysis results, distribution of the determined capacities turned out to be relative]y smaller than that of the demands, which showed that the defined capacity was reasonable. It was also shown that the prototype building satisfied the target performance since the determined confidence levels exceeded the otjectives for both local and global collapses.

Restoring Characteristics of Windy Leisure Boat Associated to Sailing Angle of Attack and Effet of Side Force (풍력 레저선박의 돛 받음각과 횡력에 대한 복원력 특성)

  • Kang, Gyung Ju;Moon, Byung Young
    • Journal of Advanced Marine Engineering and Technology
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    • v.39 no.1
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    • pp.13-18
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    • 2015
  • Characteristics of restoring force for the wind-powered leisure boat was investigated using mathematical formulation and commercial computational method such as the ANSYS Workbench CFX-Mesh. The objective is to find the restoring moment and heel moment while boat is sailing in windy power. Conditions for angle of attack were given from $5^{\circ}$ to $90^{\circ}$. It is known that side force is larger in terms of angle of attack is higher, however critical angle is suggested to limit before over of $60^{\circ}$ for safe navigation for boat in wind. Natural results are found that stronger heel moment is observed when sail is used than no sail, and higher angle of attack is induced stronger heel moment.

Real-Time Estimation of Control Derivatives for Control Surface Fault Detection of UAV (실시간 조종미계수 추정에 의한 무인비행기 조종면 고장검출)

  • Lee, Hwan;Kim, Eung-Tae;Choi, Hyoung-Sik;Choi, Ji-Young;Lee, Sang-Kee
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.35 no.11
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    • pp.999-1005
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    • 2007
  • In case of an abnormal condition of control surface, the real-time estimation of aerodynamic derivatives are required for the reconfigurable control system to be flight for missions or return to the head office. The goal of this paper is to represent a technique of fault detection to the control surface as a base research to the fault tolerant control system for safety improvement of UAV. The real-time system identification for the fault detection to the control surface was applied with the recursive Fourier Transform and verified through the HILS and flight test. The failures of the control surface are detected by comparing the control derivatives in fault condition with the normal condition. As a result from the flight test, we have confirmed that the control derivatives of fault condition less than about 50% in the normal condition.