• Title/Summary/Keyword: 보정 모델

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Fracture Prediction in Concrete-Filled Square HSS Bracing Members (콘크리트충전 각형 강관 가새부재의 파단 예측)

  • Lee, Mi-Ji;Moon, Ki-Hoon;Han, Snag-Whan
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2011.04a
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    • pp.583-586
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    • 2011
  • 가새골조의 정확한 내진성능평가를 위해서는 실험과 유사한 이력거동과 파단 시점을 잘 예측할 수 있는 해석적 모델이 필요하다. 가새의 이력거동을 모사히기 위해 본 연구에서는 이전 연구자들에 의해 제안된 물리적 이론 모델을 사용하였다. 또한, 가새부재의 국부좌굴에 의한 파단 예측을 위해 피로변수의 보정계수를 도입한 손상 지표를 개선하였다. 결과적으로 실험과 해석 결과를 비교하여 콘크리트충전 각형 강관가새부재의 국부좌굴 효과를 반영한 피로 보정계수를 판폭두께비에 따라 회귀분석을 통해 결정하고, 본 연구에서 제안한 해석 모델의 결과와 이전 연구의 결과를 비교하여 검증하였다.

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Estimation of Load Carrying Capacity of Bridges using Model Updating Based on Ambient Vibration Data (상시진동데이터를 이용한 모델개선 및 이를 이용한 교량의 내하력 산정)

  • Park, Young-Soo;Lee, Jong-Jae;Lee, Chang-Geun;Jin, Seung-Sup;Yun, Chung-Bang
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.787-790
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    • 2010
  • 현재 고속도로 상의 노후 교량에 대하여는 재하시험을 통하여 정량적인 내하력 평가를 수행하고, 만족스러운 수준의 내하력이 확보되지 않은 경우에는 보수, 보강 또는 교체를 수행한다. 그러나 교통량이 많은 고속도로사의 교량에 대해서는 재하시험이 매우 어렵고, 센서 케이블 작업으로 인하여 작업성이 떨어지는 경우가 많다. 본 연구에서는 이러한 문제점들을 개선하기 위하여 상시교통하중에 의한 교량 내하력 평가 시스템에 대한 연구를 수행하였다. 내하력 평가 대상 교량에 대하여 상시진동계측을 수행하였으며, 계측된 데이터를 통하여 교량의 동특성을 추정하였다. 추정된 동특성을 바탕으로 초기 해석 모델을 Downhill Simplex 방법을 이용하여 개선하였으며, 개선된 교량 모델을 이용하여 재하시험을 시뮬레이션 함으로써, 처짐 보정 계수를 구하였다.

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무기체계의 체계적인 S/W 개발비용 산정 발전방안(4)

  • Kim, Hwa-Su
    • Defense and Technology
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    • no.8 s.282
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    • pp.46-55
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    • 2002
  • 지난 7월호에서는 COCOMO 모델, 기능점수모델, PRICE-S모델, 일반 COSDES 모델 등의 무기체계 S/W 개발비용 산정모델들을 조사 및 분석하여 제시하였다. 이번 8월호에서는 무기체계 소프트웨어 개발비용산저에 영향을 미치는 요소를 기존의 '한소협' 모델, PRICE-S 모델, 기능점수 모델, COCOMO 모델 등 여러 소프트웨어 개발비용 산정모델을 참고 후 무기체계의 특성을 고려하여 식별하였다. 또한 식별된 요소들을 '한소협' 모델의 절차와 방법에 따라 무기체계 소프트웨어의 스텝 수 산정 영향요소, 환경요인 보정계수 영향요소, 제경비 및 기술료 산정 영향요소들을 식별하여 제시하였다.

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Satellite finite element model updating for the prediction of the effect of micro-vibration (미소진동 영향성 예측을 위한 인공위성 유한요소모델 보정)

  • Lim, Jae Hyuk;Eun, Hee-Kwang;Kim, Dae-Kwan;Kim, Hong-Bae;Kim, Sung-Hoon
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.42 no.8
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    • pp.692-700
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    • 2014
  • In this work, satellite FE (finite element) model updating for the prediction of the effect of micro-vibration is described. In the case of satellites launched in low earth orbit, high agility and more mission accomplishments are required by the customer in order to procure many images from satellites. To achieve the goal, many mechanisms, including high capacity wheels and antennas with multi-axis gimbals have been widely adopted, but they become a source of micro-vibration which could significantly deteriorate the quality of images. To investigate the effect due to the micro-vibration in orbit on the ground, a prediction is conducted through an integrated model coupling the measured jitter sources with FE (finite element) model. Before prediction, the FE model is updated to match simulation results with the modal survey test. Subsequently, the quality of FE model is evaluated in terms of frequency deviation error, the resemblance of mode shapes and FRFs (frequency response functions) between test and analysis.

GOCI-IIVisible Radiometric Calibration Using Solar Radiance Observations and Sensor Stability Analysis (GOCI-II 태양광 보정시스템을 활용한 가시 채널 복사 보정 개선 및 센서 안정성 분석)

  • Minsang Kim;Myung-Sook Park;Jae-Hyun Ahn;Gm-Sil Kang
    • Korean Journal of Remote Sensing
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    • v.39 no.6_2
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    • pp.1541-1551
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    • 2023
  • Radiometric calibration is a fundamental step in ocean color remote sensing since the step to derive solar radiance spectrum in visible to near-infrared wavelengths from the sensor-observed electromagnetic signals. Generally, satellite sensor suffers from degradation over the mission period, which results in biases/uncertainties in radiometric calibration and the final ocean products such as water-leaving radiance, chlorophyll-a concentration, and colored dissolved organic matter. Therefore, the importance of radiometric calibration for the continuity of ocean color satellites has been emphasized internationally. This study introduces an approach to improve the radiometric calibration algorithm for the visible bands of the Geostationary Ocean Color Imager-II (GOCI-II) satellite with a focus on stability. Solar Diffuser (SD) measurements were employed as an on-orbit radiometric calibration reference, to obtain the continuous monitoring of absolute gain values. Time series analysis of GOCI-II absolute gains revealed seasonal variations depending on the azimuth angle, as well as long-term trends by possible sensor degradation effects. To resolve the complexities in gain variability, an azimuth angle correction model was developed to eliminate seasonal periodicity, and a sensor degradation correction model was applied to estimate nonlinear trends in the absolute gain parameters. The results demonstrate the effects of the azimuth angle correction and sensor degradation correction model on the spectrum of Top of Atmosphere (TOA) radiance, confirming the capability for improving the long-term stability of GOCI-II data.

Image Calibration System Implementation using Third Transformation Model (3차 변환 모델을 이용한 영상 보정 시스템 구현)

  • 한기태
    • Journal of the Korea Society of Computer and Information
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    • v.3 no.3
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    • pp.7-15
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    • 1998
  • In this paper a calibration method is proposed for calibrating distorted image from lens and various factors. The similar origin image can be generated by the proposed method that calculate a calibration coefficient by modeling third transformation between standard image and distorted image and then apply the coefficient to distorted image The coefficient is effective until camera position is changed or lens is exchanged. This research consists of processes to calculate calibration coefficient and to set similar real image by the coefficient. Proposed method especially is applied to a system to obtain a real image from a distorted image causing effects of special system environment and camera lens The advantage of this method is verified by experiment using distorted images from a CCD camera that will attach atomic pile.

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Wind Tunnel Wall Interference Correction Method for Helicopter Rotor Tests with Closed and open Test Sections (헬리콥터 로터의 폐쇄형 및 개방형 풍동시험 벽면효과 보정기법 연구)

  • Lee, Hyeon-Jung;Jang, Jong-Youn;Lee, Seung-Soo;Kim, Beom-Soo;Song, Keun-Woong
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.36 no.7
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    • pp.621-627
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    • 2008
  • Aerodynamic data measured in a wind tunnel has inevitable errors due to the presence of the wind tunnel walls. These unwanted interference effects must be corrected for the wall interference free aerodynamic data. Streamline curvature effects are caused by straightening of streamlines due to wind tunnel walls. Classical Glauert's correction method that is a standard method for fixed wing aircraft is not suitable for rotary wing aircraft. In this paper, Heyson's correction method of which wake model is compatible with rotors is used to correct the rotor shaft angle as well as the dynamic pressure. The results of Heyson's method are compared with Glauert's correction method.

Development of Correction Method for Weather Forecast Data considering Characteristics Rainfall (강수의 특성을 고려한 기상 예측자료의 보정 기법 개발)

  • Lee, Seon-Jeong;Yoon, Seong-Sim;Bae, Deg-Hyo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.33-33
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    • 2011
  • 현재 우리나라 기상청에서는 단기, 중기 및 장기 예보자료를 생산하고 있으나, 이들 자료는 단순히 일기 예보에 치중되어 생산되고 있어 강우-유출해석에 직접 적용하기에는 시 공간 해상도가 크고 정량적 강수예측의 정확도가 미흡하다. 이에 기상 및 수자원분야에서는 정확도 개선을 위해서 관측강우와 예측강우의 비교 분석을 통해 편차를 산정하여 예측강수를 보정하는 기법을 적용하고 있다. 다만, 기존의 편차보정방법은 보정인자로 강수량만을 고려하기 때문에 정확도 개선에는 한계가 존재한다. 따라서 본 연구에서는 수자원분야의 수치예보자료의 정확도를 향상시키기 위해 규모, 발생영역에 대한 강수의 특성을 고려한 강수예측자료의 편차보정 방법을 제안하고 이를 강우-유출모델에 적용하여 개선정도를 평가하고자 한다. 이에 적용유역을 춘천댐상류유역으로 선정하고 국내 기상청의 RDAPS(Regional Data Assimilation and Prediction System)수치예보자료, 지점강우자료, radar자료의 수문기상자료와 지형자료를 수집하였다. 화천, 평화의 댐 일부 미계측유역의 관측자료로 radar자료를 이용하였다. 이상의 자료를 토대로 강우강도 및 규모, 영향범위를 고려한 예측강우의 편차를 산정하여 RDAPS 수치예보자료의 정확도를 개선하고 평가하였다. 이는 해당 유역뿐만 아니라 주변 유역의 정보를 이용하여 예측강우의 발생위치에 대한 오차를 고려한 방법으로, 각 영역별로 예측강우의 편차보정계수를 산정하여 적용하였다. 또한, 이전시간대의 강우 편차에 대한 오차를 줄이기 위해 정규분포방법을 이용한 Ensemble 편차보정계수를 산정하고 최근 생산된 수치예보자료에 적용하여 확률예측강우를 산정하였다.

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Improvement of Reverse-time Migration using Homogenization of Acoustic Impedance (음향 임피던스 균질화를 이용한 거꿀시간 참반사보정 성능개선)

  • Lee, Gang Hoon;Pyun, Sukjoon;Park, Yunhui;Cheong, Snons
    • Geophysics and Geophysical Exploration
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    • v.19 no.2
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    • pp.76-83
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    • 2016
  • Migration image can be distorted due to reflected waves in the source and receiver wavefields when discontinuities of input velocity model exist in seismic imaging. To remove reflected waves coming from layer interfaces, it is a common practice to smooth the velocity model for migration. If the velocity model is smoothed, however, the subsurface image can be distorted because the velocity changes around interfaces. In this paper, we attempt to minimize the distortion by reducing reflection energy in the source and receiver wavefields through acoustic impedance homogenization. To make acoustic impedance constant, we define fake density model and use it for migration. When the acoustic impedance is constant over all layers, the reflection coefficient at normal incidence becomes zero and the minimized reflection energy results in the improvement of migration result. To verify our algorithm, we implement the reverse-time migration using cell-based finite-difference method. Through numerical examples, we can note that the migration image is improved at the layer interfaces with high velocity contrast, and it shows the marked improvement particularly in the shallow part.

Buffeting Response Correction Method based on Dynamic Properties of Existing Cable-Stayed Bridge (공용 사장교의 동적특성을 반영하는 버페팅 응답보정법)

  • Kim, Byeong Cheol;Yhim, Sung Soon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.1
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    • pp.71-80
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    • 2013
  • According to design specifications for structural safety, a bridge in initial design step has been modelled to have larger self-weight, external loads and less stiffness than those of real one in service. Thereby measured buffeting responses of existing bridge show different distributions from those of the design model in design step. In order to obtain accurate buffeting responses of the in-site bridge, the analysis model needs to be modified by considering the measured natural frequencies. Until now, a Manual Tuning Method (MTM) has been widely used to obtain the Measurement-based Model(MBM) that has equal natural frequencies to the real bridge. However, since state variables can be selected randomly and its result is not apt to converge exact rapidly, MTM takes a lot of effort and elapsed time. This study presents Buffeting Response Correction Method (BRCM) to obtain more exact buffeting response above MTM. The BRCM is based on the idea the commonly used frequency domain buffeting analysis does not need all structural properties except mode shapes, natural frequencies and damping ratio. BRCM is used to improve each modal buffeting responses of the design model by substituting measured natural frequencies. The measured natural frequencies are determined from acceleration time-history in ordinary vibration of the real bridge. As illustrated examples, simple beam is applied to compare the results of BRCM with those of a assumed MBM by numerical simulation. Buffeting responses of BRCM are shown to be appropriate for those of in-site bridge and the difference is less than 3% between the responses of BRCM and MTM. Therefore, BRCM can calculate easily and conveniently the buffeting responses and improve effectively maintenance and management of in-site bridge than MTM.