• 제목/요약/키워드: sensitivity model

검색결과 3,378건 처리시간 0.028초

Effects of Digital Elevation Model in Water Quality Modeling using Geogrpahic Information System

  • Cho, Sung-Min
    • International Journal of Internet, Broadcasting and Communication
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    • 제13권2호
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    • pp.14-19
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    • 2021
  • Aim of this research was to investigate the effects of Digital Elevation Model (DEM) for sensitivity analysis with two types of DEMs: 1 to 24,000 and 1 to 250,000 DEM. Another emphasis was given to the development of methodology for processing DEMs to create ArcGIS Pro and GRASS layers. This was done while developing water quality system modeling using DEMs which were used to model hydrological processes and SWAT model. Sensitivity analysis with DEMs resulted in different runoff volumes in the model simulation. Runoff volume was higher for the 1:24,000 DEM than 1:250,000 DEM, probably due to the finer resolution and slope which increased the estimated runoff from the watershed. Certainly the DEMs were factors in precision of the simulations and it was obvious during sensitivity analysis that DEMs had significant effect on runoff volumes. We suggest, however, that additional comparative research could be conducted involving more parameters such as soil and hydrologic parameters to provide insight into the overall physical system which the SWAT model represents.

재무모델 민감도분석을 이용한 BTL사업에 대한 효율적 사업전략에 관한 연구 (A Study on the Efficient Bossiness Strategy for BTL Project using Sensitivity Analysis of Financial Model)

  • 김동훈;이승욱;김용수
    • 한국건설관리학회:학술대회논문집
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    • 한국건설관리학회 2008년도 정기학술발표대회 논문집
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    • pp.409-414
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    • 2008
  • 본 연구의 목적은 BTL사업의 재무모델 민감도 분석을 통하여 우선 협상자 선정시 문제점을 분석하고 민간사업자가 사업 제안 시 효율적인 사업전략을 제시하는데 있다. 이를 위해 BTL사업 중 부속시설사업의 순이익을 고려하지 않는 학교 시설물을 대상으로 각 사업지구를 선정하여 사업비용 분석 후 재무모델의 민감도를 분석하였다. 이와 같은 목적과 방법에 따라 진행된 본 연구의 결론을 요약하면 다음과 같다. 첫째 재무모델 민감도 분석결과 요구수익률은 0.10 % 증가 시 평균 2.28점 감소를 보이며, 공사비와 운영비는 10억 증가 시 평균 10.73점, 6.22점씩 감소하는 것으로 분석되었다. 둘째 재무모델의 민감도 분석을 통한 BTL 사업의 문제점은 가격담합 및 저가투찰, 평가항목기준의 미비로 인해 공사비만으로 평가되는 정실평가가 이루어지고 있다. 상기에 문제점을 보완하기 위해 공사비보다 운영비의 점수 감소가 상대적으로 낮으므로 공사비증가 보단 운영비를 증가 시켜 제안하는 것이 사업성공에 효율적인 것을 제시하였다.

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부분구조응답함수감소법을 이용한 동적구조변경 (Structural Dynamic Modification Using substructure Response Function Sensitivity Method(SRFSM))

  • 지태한;박영필
    • 대한기계학회논문집A
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    • 제20권12호
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    • pp.3782-3791
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    • 1996
  • A great deal of effert has been invested in upgrading the performance and the efficiency of mechanical structures. Using experimental modal analysis(EMA) or finite element analysis(FEA) data of mechanical structures, this performance and efficiency can be effectively evaluated. In order to analyze complex structures such as automobiles and aircraft, for the sake of computing efficiency, the dynamic substructuring techniques that allow to predict the dynamic behavior of a structure based on that of the composing structures, are widely used. By llinking a modal model obtained from EMA and an analytical model obtained from FEA, the best conditioned structures can be desinged. In this paper, a new algorithm for structural dynamic modification-SRFSM (substructure response function sensitivity method) is proposed by linking frequency responce function synthesis and response function sensitivity. A mehtod to obtain response function sensitivity using direct derivative of mechanical impedance, is also used.

Verification of Reduced Order Modeling based Uncertainty/Sensitivity Estimator (ROMUSE)

  • Khuwaileh, Bassam;Williams, Brian;Turinsky, Paul;Hartanto, Donny
    • Nuclear Engineering and Technology
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    • 제51권4호
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    • pp.968-976
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    • 2019
  • This paper presents a number of verification case studies for a recently developed sensitivity/uncertainty code package. The code package, ROMUSE (Reduced Order Modeling based Uncertainty/Sensitivity Estimator) is an effort to provide an analysis tool to be used in conjunction with reactor core simulators, in particular the Virtual Environment for Reactor Applications (VERA) core simulator. ROMUSE has been written in C++ and is currently capable of performing various types of parameter perturbations and associated sensitivity analysis, uncertainty quantification, surrogate model construction and subspace analysis. The current version 2.0 has the capability to interface with the Design Analysis Kit for Optimization and Terascale Applications (DAKOTA) code, which gives ROMUSE access to the various algorithms implemented within DAKOTA, most importantly model calibration. The verification study is performed via two basic problems and two reactor physics models. The first problem is used to verify the ROMUSE single physics gradient-based range finding algorithm capability using an abstract quadratic model. The second problem is the Brusselator problem, which is a coupled problem representative of multi-physics problems. This problem is used to test the capability of constructing surrogates via ROMUSE-DAKOTA. Finally, light water reactor pin cell and sodium-cooled fast reactor fuel assembly problems are simulated via SCALE 6.1 to test ROMUSE capability for uncertainty quantification and sensitivity analysis purposes.

Assessment of sensitivity-based FE model updating technique for damage detection in large space structures

  • Razavi, Mojtaba;Hadidi, Ali
    • Structural Monitoring and Maintenance
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    • 제7권3호
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    • pp.261-281
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    • 2020
  • Civil structures may experience progressive deterioration and damage under environmental and operational conditions over their service life. Finite element (FE) model updating method is one of the most important approaches for damage identification in structures due to its capabilities in structural health monitoring. Although various damage detection approaches have been investigated on structures, there are limited studies on large-sized space structures. Thus, this paper aims to investigate the applicability and efficiency of sensitivity-based FE model updating framework for damage identification in large space structures from a distinct point of view. This framework facilitates modeling and model updating in large and geometric complicated space structures. Considering sensitivity-based FE model updating and vibration measurements, the discrepancy between acceleration response data in real damaged structure and hypothetical damaged structure have been minimized through adjusting the updating parameters. The feasibility and efficiency of the above-mentioned approach for damage identification has finally been demonstrated with two numerical examples: a flat double layer grid and a double layer diamatic dome. According to the results, this method can detect, localize, and quantify damages in large-scaled space structures very accurately which is robust to noisy data. Also, requiring a remarkably small number of iterations to converge, typically less than four, demonstrates the computational efficiency of this method.

Deep Vein Thrombosis 진단을 위한 Impedance Plethysmography의 시뮬레이션 연구 (A Simulation Study of Impedance Plethysmography for Diagnosing Deep Vein Thrombosis)

  • 이전;이경중
    • 대한전기학회논문지:시스템및제어부문D
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    • 제50권10호
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    • pp.494-501
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    • 2001
  • In this study, the effects of vascular parameter changes and electrodes on VOP measurement based on IPG were simulated mathematically. For the evaluation of the effects of hemodynamic changes on VOP, a mathematical model, which consists of cardiovascular system model and venous occlusion model, was developed and the model solution representing the blood flow and pressure in measuring point was found by 2nd order Runge-Kutta method. And, with sensitivity coefficients obtained from finite element solution of electric field in measuring point, the effects of electrode system on measurement were evaluated. As increasing the resistance, the venous capacitance was not changed but the venous outflows were decreased and the decreased compliance reduced the venous capacitance. And, for several configurations of round electrodes and band electrodes, the sensitivity coefficients were computed using the electric field distribution along deep vein. In conclusion, the proposed mathematical cardiovascular model could be applied to the simulation study on the effects of hemodynamic parameters on DVT diagnosis with IPG. And, also the sensitivity coefficients could provide effective electrode configuration for exact measurement of VOP.

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신호교차로의 출발녹색시간 변화에 따른 직진교통류의 지체 및 지체민감도 분식 (A Delay and Sensitivity of Delay Analysis for Varying Start of Green Time at Signalized Intersections: Focused on through traffic)

  • 안우영
    • 한국도로학회논문집
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    • 제9권4호
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    • pp.21-32
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    • 2007
  • 신호교차로의 교통류 해석을 위해 널리 사용되는 선형모형(Vertical queueing model)은 자유속도에 따라 모든 차량이 정지선에 도착하고, 대기행렬은 정지선에서 수직으로 형성된다고 가정한다. 이러한 모형자체의 단순성 때문에 선두차량은 자유속도와 가속도에 의해 계산된 출발유효녹색시간(start of effective green time)에 정지선을 통과하게 되며, 모든 추종차량은 동일한 궤적을 갖게 된다고 가정한다. 본 연구의 목적은 Vertical queueing 모형의 단순성과 비현실성을 보완하기 위해 물리학의 Kinematic수식을 응용하여 신호교차로의 출발녹색시간(start of green time)을 함수로 한 자동차추종모형(Kinematic Car-following model at Signalized intersections: KCS traffic model)을 개발하고, 이에 따른 지체 및 지체민감도를 비교함에 있다. 출발녹색시간 변화에 따른 지체분석결과 Vertical queueing 모형에서 산출된 지체값이 KCS 교통류모형에 비해 과다하게 추정됨을 알 수 있었다. 반면, 지체민감도 분석 결과 KCS 교통류모형이 Vertical queueing 모형에 비해 민감하게 변함을 알 수 있었다.

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A Predictive Model for Sensory Difference Tests Accounting for Sequence Effects

  • Lee, Hye-Seong
    • Food Science and Biotechnology
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    • 제17권5호
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    • pp.1052-1059
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    • 2008
  • Sequential Sensitivity Analysis (SSA) and conditional stimulus model have been developed to describe sequence effects in difference tests and proposed to generate prediction of differences in sensitivity between various test protocols and to assist the appropriate selection of difference test. Yet, such models did not furnish a complete explanation of the relative sensitivity in 4 different versions of 3-alternative forced choice (AFC) tests where various interstimulus rinses were introduced. In the present study, the vector of the contrasts between various conditional stimuli were measured using same-different and 2-AFC and a new 16-distribution conditional stimulus model was developed by refining Lee and O'Mahony's contrast model. This new model gave superior predictions than previous models.

A structural model updating method using incomplete power spectral density function and modal data

  • Esfandiari, Akbar;Chaei, Maryam Ghareh;Rofooei, Fayaz R.
    • Structural Engineering and Mechanics
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    • 제68권1호
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    • pp.39-51
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    • 2018
  • In this study, a frequency domain model updating method is presented using power spectral density (PSD) data. It uses the sensitivity of PSD function with respect to the unknown structural parameters through a decomposed form of transfer function. The stiffness parameters are captured with high accuracy through solving the sensitivity equations utilizing the least square approach. Using numerically noise polluted data, the model updating results of a truss model prove robustness of the method against measurement and mass modelling errors. Results prove the capabilities of the method for parameter estimation using highly noise polluted data of low ranges of excitation frequency.