• 제목/요약/키워드: modeling assumptions

검색결과 185건 처리시간 0.025초

중장비 구동체계의 제어용 동적 모델에 관한 연구 (A study on the dynamic modeling of driving system of a heavy industrial vehicle)

  • 홍성욱;강민식;이종원;김광준
    • 대한기계학회논문집
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    • 제11권2호
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    • pp.222-233
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    • 1987
  • 본 논문에서는 이와 관련하여 전형적인 중장비 구동체계를 대상으로 동적모델 을 유도하는 일련의 과정을 제시하고 구동체계의 효율적 제어를 위한 간략화된 모델을 유도하였다.

Nonlinear structural modeling using multivariate adaptive regression splines

  • Zhang, Wengang;Goh, A.T.C.
    • Computers and Concrete
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    • 제16권4호
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    • pp.569-585
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    • 2015
  • Various computational tools are available for modeling highly nonlinear structural engineering problems that lack a precise analytical theory or understanding of the phenomena involved. This paper adopts a fairly simple nonparametric adaptive regression algorithm known as multivariate adaptive regression splines (MARS) to model the nonlinear interactions between variables. The MARS method makes no specific assumptions about the underlying functional relationship between the input variables and the response. Details of MARS methodology and its associated procedures are introduced first, followed by a number of examples including three practical structural engineering problems. These examples indicate that accuracy of the MARS prediction approach. Additionally, MARS is able to assess the relative importance of the designed variables. As MARS explicitly defines the intervals for the input variables, the model enables engineers to have an insight and understanding of where significant changes in the data may occur. An example is also presented to demonstrate how the MARS developed model can be used to carry out structural reliability analysis.

비선형 부착 특성에 기반한 철근콘크리트 부재의 인장증강효과 모델 (Modeling of Tension Stiffening Effect Based on Nonlinear Bond Characteristics in Structural Concrete Members)

  • 이기열;하태관;김우
    • 콘크리트학회논문집
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    • 제19권6호
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    • pp.745-754
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    • 2007
  • 이 논문은 철근콘크리트 구조 부재의 인장증강효과에 대한 해석적 모델을 제안한 것이다. 이 모델의 정식화를 위해 철근과 콘크리트 경계면에서 발생하는 실제와 유사한 형태의 부착응력과 미끌림 특성과 쪼갬균열의 영향을 고려하였다. 균열 안정화 단계에서의 철근 경계면 미끌림 분포를 선형으로 가정하고, 균열이 발생한 부재의 중앙 단면에서 콘크리트의 분담력이 일정하다는 조건을 CEB-FIP Model Code 1990 및 Eurocode 2에서 제시하고 있는 부착응력-미끌림 관계에 적용하였다. 이로부터 균열 안정화단계에서 부착응력에 의해 철근의 매입길이 방향으로 변화하는 철근의 변형률과 콘크리트 분담력을 계산할 수 있는 평형방정식을 유도하고, 변형적합조건을 고려하여 철근의 평균 변형률과 콘크리트 평균 분담력으로 동시에 표현이 가능한 인장강성 계수를 제안하였다. 이로부터 새롭게 정식화된 인장증강효과 모델을 기존 문헌에 발표된 여러 연구자들의 실험 자료에 적용하여 그 정확성을 검증한 결과, 제안식에 의한 예측값은 실험값을 비교적 정확하게 예측하는 것으로 나타났다.

The Characteristics of Soil Organic Matter

  • You Sun-Jae;Kim Jong-gu;Cho Eun-Il
    • 한국환경과학회지
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    • 제15권1호
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    • pp.1-7
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    • 2006
  • The purpose of this study is to illustrate the characteristics of soil organic matter (SOM) and partition coefficient $(K_{DOC})$. Humic substances (HS) from eight soils of varying properties were extracted by two different methods. The dissolved organic carbon (DOC) concentration was stabilized in 22hrs. The ratio of UV absorbance at 465nm and 665nm (E4/E6 ratio) for HS were similar pattern for 8 soils. The extraction with increasing pH increased dissolution of SON. The ratio of organic carbon (OC) associated with HA and FA (the HA:FA ratio) was varied widely in accordance with the soils and was highly correlated to OC $content(\%)$ of the soils. in modeling metal speciation in soils and soil solutions, assumptions that all DOC in soil solution is associated with FA and that HA:FA ratio in SOM is constant have been made. The results of this study indicate that the validity of these assumptions is questionable. By sequential pH extraction, the $K_{DOC}$ showed in a linear correlation with pH.

MODELING THE HYDRAULIC CHARACTERISTICS OF A FRACTURED ROCK MASS WITH CORRELATED FRACTURE LENGTH AND APERTURE: APPLICATION IN THE UNDERGROUND RESEARCH TUNNEL AT KAERI

  • Bang, Sang-Hyuk;Jeon, Seok-Won;Kwon, Sang-Ki
    • Nuclear Engineering and Technology
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    • 제44권6호
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    • pp.639-652
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    • 2012
  • A three-dimensional discrete fracture network model was developed in order to simulate the hydraulic characteristics of a granitic rock mass at Korea Atomic Energy Research Institute (KAERI) Underground Research Tunnel (KURT). The model used a three-dimensional discrete fracture network (DFN), assuming a correlation between the length and aperture of the fractures, and a trapezoid flow path in the fractures. These assumptions that previous studies have not considered could make the developed model more practical and reasonable. The geologic and hydraulic data of the fractures were obtained in the rock mass at the KURT. Then, these data were applied to the developed fracture discrete network model. The model was applied in estimating the representative elementary volume (REV), the equivalent hydraulic conductivity tensors, and the amount of groundwater inflow into the tunnel. The developed discrete fracture network model can determine the REV size for the rock mass with respect to the hydraulic behavior and estimate the groundwater flow into the tunnel at the KURT. Therefore, the assumptions that the fracture length is correlated to the fracture aperture and the flow in a fracture occurs in a trapezoid shape appear to be effective in the DFN analysis used to estimate the hydraulic behavior of the fractured rock mass.

인체둘레치수를 활용한 체지방율 예측 다중회귀모델 개발 (Analysis of Body Circumference Measures in Predicting Percentage of Body Fat)

  • 박성하
    • 산업경영시스템학회지
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    • 제38권2호
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    • pp.1-7
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    • 2015
  • As a measure of health, the percentage of body fat has been utilized for many ergonomist, physician, athletic trainers, and work physiologists. Underwater weighing procedure for measuring the percentage of body fat is popular and accurate. However, it is relatively expensive, difficult to perform and requires large space. Anthropometric techniques can be utilized to predict the percentage of body fat in the field setting because they are easy to implement and require little space. In this concern, the purpose of this study was to find a regression model to easily predict the percentage of body fat using the anthropometric circumference measurements as predictor variables. In this study, the data for 10 anthropometric circumference measurements for 252 men were analyzed. A full model with ten predictor variables was constructed based on subjective knowledge and literature. The linear regression modeling consists of variable selection and various assumptions regarding the anticipated model. All possible regression models and the assumptions are evaluated using various statistical methods. Based on the evaluation, a reduced model was selected with five predictor variables to predict the percentage of body fat. The model is : % Body Fat = 2.704-0.601 (Neck Circumference) + 0.974 (Abdominal Circumference) -0.332 (Hip Circumference) + 0.409 (Arm Circumference) - 1.618 (Wrist Circumference) + $\epsilon$. This model can be used to estimate the percentage of body fat using only a tape measure.

외적 포스트텐셔닝 강봉으로 보강된 철근콘크리트 보의 ABAQUS를 이용한 비선형해석 (Nonlinear Analysis using ABAQUS Software of Reinforced Concrete (RC) Beams Strengthened with Externally Post-tensioning Steel Rods)

  • 이수헌;신경재;김진욱;이희두
    • 대한건축학회논문집:구조계
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    • 제34권2호
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    • pp.11-17
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    • 2018
  • Concrete is the well-used material in many architectural and civil structures. The behavior of concrete does exhibit a different characteristic in compression and tension, and it also shows an inelastic-nonlinear behavior. In addition, the concrete properties vary slightly depending on the environmental factor and manufacturer. These properties of concrete make the modeling or simulation of concrete material difficult. In reinforced concrete, particularly, there is a difficulty in bond-slip relationship between concrete and steel. However, in this paper, reserving remainder of these limits the finite element analysis for reinforced concrete beams through ABAQUS simulation has been carried out with some assumptions. Assumptions include the perfect bond of steel and concrete as well as the concrete damaged plasticity (CDP) in concrete property. There is a reasonable agreement between the experimental and numerical results, although the analytical strength and external rod deformation are slightly overestimated. The average and standard deviation between two results are 1.05 and 0.05, respectively. And the models and the computations lead to the evolution of fracture in bending beam.

비부착형 포스트텐션 구조의 모델링기법 (Modeling Technologies for Unbonded Post-Tension Systems)

  • 강현구;나창순
    • 한국전산구조공학회논문집
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    • 제24권1호
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    • pp.33-41
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    • 2011
  • 본 연구에서는 비부착형 포스트텐션 시스템의 해석에 적용할 수 있는 모델링기법을 제시하였다. 모델링은 유한요소 해석 프로그램을 이용하였으며, tube-to-tube contact 요소를 도입하여 강연선의 물리적 형상을 직접적으로 모델링하는 방법과 실제의 강연선 외에 가상의 강연선을 콘크리트에 매입하고, 두 개의 강연선을 스프링으로 연결하여 간접적으로 모델링하는 방법을 동시에 제시하고 비교하였다. 콘크리트의 인장경화 현상을 무시하였을때 두 모델링기법에서는 거의 동일한 결과를 제공하지만 콘크리트의 인장경화를 고려한 경우에는 스프링을 이용한 간접적인 모델링기법을 통해서만 결과를 얻을 수 있었으며, 결과 또한 콘크리트의 경화현상을 고려하지 않은 경우와 다소 상이하였다. 비교를 통하여 비부착형 포스트텐션 시스템의 모델링기법으로 스프링을 이용한 모델링기법을 최종적으로 선정하고 기존의 실험적 연구에서 인용한 실험결과와 해석결과를 비교, 검증하였으며 또한 파라미터 스터디를 통해서 모델링의 적절성을 확인하였다.

Application to Stabilizing Control of Nonlinear Mobile Inverted Pendulum Using Sliding Mode Technique

  • ;;;;김상봉
    • 한국해양공학회지
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    • 제23권2호
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    • pp.1-7
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    • 2009
  • This paper presents a sliding mode controller based on Ackermann's formula and applies it to stabilizing a two-wheeled mobile inverted pendulum in equilibrium. The mobile inverted pendulum is a system with an inverted pendulum on a mobile cart. The dynamic modeling of the mobile inverted pendulum was established under the assumptions of a cart with no slip and a pendulum with only planar motion. The proposed sliding mode controller was based upon a class of nonlinear systems whose nonlinear part of the modeling can be linearly parameterized. The sliding surface was obtained in an explicit form using Ackermann's formula, and then a control law was designed from reachability conditions and made the sliding surface attractive to the equilibrium state of the mobile inverted pendulum. The proposed controller was implemented in a Microchip PIC16F877 micro-controller. The developed overall control system is described. The simulation and experimental results are presented to show the effectiveness of the modeling and controller.

순산 모델링 기법을 이용한 단열크기 추정방법 고찰 (Verification on the Fracture Size Estimation Using Forward Modeling Approach)

  • 김경수;김천수;배대석;정지곤
    • 지질공학
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    • 제8권1호
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    • pp.1-12
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    • 1998
  • 단열의 기하학적 인자 중에서 단역크기는 지반공학적 및 수리지질학적으로 중요한 인자임에도 불구하고 측정과 분석단계에서 불확실성이 가장 크게 작용한는 요소이다. 본 연구는 단열크기 추정을 위한 연구동향을 소개하고, 최근 제시된 순산 모델링(forword modeling) 기법을 이용한 추정방법에 대하여 조가 단면적과 단열 단면적과의 차이에 따른 쿄차확률관계 및 단열조와 조사면이 이루는 방향에 따른 교차확률의 변화에 대하여 모사적 검증을 시도하였다. 검증 결과 순산 모델링 기법을 이용한 단열크기 추정방법은 동굴 벽면이나 시추공,노두면에서 단열조별로 확률을 알고, 단열길이의 확률분포특성을 근사하게 추정할 수 있다면 실제 단열크기를 알아 낼 수 있는 방법으로 적용 가능하다고 인정된다.

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