• 지구물리와물리탐사
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• 제6권4호
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• pp.199-206
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• 2003

MT 탐사자료의 역산에 있어서 지하의 전기비저항과 함께 정적효과를 파라미터로 설정하여 동시 역산을 수행하는 알고리듬을 하나의 지하구조 모델에 각기 다른 양의 정적효과를 포함시킨 4개의 자료에 대하여 적용시키고 이를 정적효과가 전혀 고려되지 않은 경우와 비교하여, 3차원 역산에서 정적효과가 미치는 영향 및 그 특성에 대하여 분석하였다. 일반적으로 현장자료에 정적효과가 어느 정도 포함되어 있는지에 대한 사전 정보가 전혀 없으므로 역산과정에서 이를 조절하는 trade-off 파라미터의 적절한 선택이 매우 중요하며, 본 연구에서는 모델의 smoothness와 static shift의 양을 조절하는 각각의 파라미터의 크기를 매 반복마다 구하는 알고리듬을 동시역산에 적용하였으며 4개의 이론자료에 적용한 결과 만족할 만한 결과를 얻었다. 정적효과가 포함된 자료에 대하여 정적효과를 고려하지 않은 역산(기존의 MT 역산)에서는 지표 block의 전기비저항을 바꿔 역산 스스로가 정적효과를 유발하려는 경향을 보였으며 이의 결과로 저주파수에서는 상당한 정적효과를 발생시켜 정적효과가 그리 크지 않은 경우 심부구조를 어느 정도 규명해 내는 것으로 나타났다. 그러나 고주파수에서는 이들 지표 block의 영향이 주파수에 무관하지 않게 되어 정적효과를 포함하는 자료의 겉보기 전기비저항과 위상을 동시에 만족시키지 못하게 된다. 그러나 정적효과를 파라미터로 하는 동시역산의 경우, 매우 심한 정적효과를 포함하는 자료에 대해서도 지하구조를 매우 정확히 영상화 하는 것이 가능하였다.

• Architectural research
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• 제10권2호
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• pp.21-26
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• 2008

The number of measured degrees of freedom for detecting the damage of any structures is usually less than the number of model degrees of freedom. It is necessary to expand the measured data to full set of model degrees of freedom for updating modal data. This study presents the expansion methods to estimate all static displacements and dynamic modal data of finite element model from the measured data. The static and dynamic methods are derived by minimizing the variation of the potential energy and the Gauss's function, respectively. The applications illustrate the validity of the proposed methods. It is observed that the numerical results obtained by the static approach correspond with the Guyan condensation method and the derived static and dynamic approaches provide the fundamental idea for damage detection.

• 한국컴퓨터정보학회논문지
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• 제20권8호
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• pp.69-75
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• 2015

Nowadays, software plays various roles in applications in wide areas. However, the security problems caused by software vulnerabilities increase. So, it is necessary to improve software security and safety in software execution. In this paper, we propose an approach to improve the safety of software execution by managing information used in software through static data access analysis. The approach can detect the exposures of secure data in software execution by analyzing information property and flows through static data access analysis. In this paper, we implemented and experimented the proposed approach with a base language, and verify that the proposed approach can effectively detect the exposures of secure information. The proposed approach can be applied in several areas for improving software safety by analysing vulnerabilities from information flows in software execution.

• 지구물리와물리탐사
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• 제27권2호
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• pp.129-143
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• 2024

자기지전류(magnetotelluric, MT) 탐사 시, 지표면 부근의 작은 불균질체가 존재할 경우 겉보기비저항이 주파수와 무관하게 이동하는 정적효과(static shift)가 발생한다고 알려져 있다. 이러한 정적효과가 자료에 포함되어 있으면 지하 구조 해석에 오류가 발생하기 때문에 정적효과에 의한 왜곡을 해결하기 위한 연구가 지난 수십년 동안 수행되어 왔다. 가장 대표적인 방법으로는 역산 전에 MT 자료에서 정적효과를 제거하기 위해 보정하는 방법이 있다. 이와 달리, 역산 과정에서 정적효과를 역산의 변수로 포함시켜 그 크기를 추정하거나 따로 정적효과를 추정하지 않고 역산 과정에서 보정을 수행하기도 한다. 이외에도 다른 물리탐사 기법을 통해 얻은 자료를 사용하여 MT 탐사 정적효과를 제거할 수 있다. 하지만 지금까지 연구된 보정법들은 1차원적인 정적인 반응에만 국한되어 있어 2차원이나 3차원의 자료를 역산하고 해석하는 데에는 여전히 한계가 있다. 이 논문에서는 지금까지 MT 자료에서 정적효과를 처리하는 여러 방법들에 대해 분석하여 향후 정적효과 관련 연구를 위한 기초를 제공하고자 한다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 추계학술대회 논문집 전력기술부문
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• pp.282-284
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• 2006

In this paper, Static load models are developed using measurement based approach which is fundamental for on-line load modeling. The measurement data can be acquired from PMU(phasor measurement units). On the assumption that we have on-line measurement data, a scheme which is for Static load model capable to apply SCADA/EMS is developed. The Least Squares criterion is used for minimizing between measured and simulated data. In this manner, On-line Static load modeling algorithm can be developed. In this paper, a scheme that simple Static load model is applied for On-line load modeling is studied.

• 대한물리의학회지
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• 제16권1호
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• pp.17-22
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• 2021

PURPOSE: This study examined the correlations between gait, static balance, and pelvic inclination in patients with chronic stroke. METHODS: Twenty-two chronic stroke patients were included in this study. The subjects participated in gait, static balance, and pelvic inclination tests. In the gait measurement, the cadence and gait velocity were measured, and the average of three trials was calculated and recorded. The static balance was measured using a force platform. The data was captured for ten seconds, and five successful trials were recorded. Pelvic inclination in the sagittal plane was measured using a palpation meter. For data processing, a KolmogorovSmirnov test was used to determine the type of distribution for all variables. Pearson's correlation coefficient was used for correlation analysis. The correlations among the gait, static balance, and pelvic inclination was calculated. The level of significance was .05. RESULTS: Significant negative correlations were observed between the gait variables (cadence, velocity) and static balance variables (COP path length, COP average velocity, and 95% confidence ellipse area) (p < .05). On the other hand, there was no significant correlation between pelvic inclination and gait or between the pelvic inclination and static balance variables. CONCLUSION: Significant correlations were observed between the gait function and static balance. On the other hand, there were no significant correlations between the pelvic inclination and gait and static balance. These results suggest that the pelvic inclination is not an important consideration for increasing the gait function and static balance.

• 항공우주시스템공학회지
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• 제7권3호
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• pp.33-38
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• 2013

The air data measured from the static pressure, the dynamic pressure and etc. of an airplane is used for calculation of many flight parameters(altitude and airspeed and so on) and these values applied to flight safety and navigation flight. The pitot-static system of the development airplane is calibrated by finding of pitot-static system's error using tower fly-by, trailing cone method and etc. This paper is describing for the introduction of the trailing cone method and major items for test planning, preparation, operation and results for air data calibration flight test performed, considering efficiency and safety during KC-100 development project.

• 항공우주시스템공학회지
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• 제9권1호
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• pp.28-34
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• 2015

Armed aircraft of a basic trainer class installs external stores under wing box by using pylon and performs an operation such as weapon delivery and jettison, and should be designed to withstand all kinds of loads applied to external stores. The static strength test of pylons and wing box was performed to assess the static strength of pylon and their support structures for substantiation. Based on the test, the structures were verified to fully satisfy a given design requirement. In this paper, methods of test load generation of wing box and pylon, evaluation of test result data and design result of test set-up were presented. Comparing the FEM analysis with the same test data can lead to good match and reasonable deviation between both. Finally, based on the test and the analysis, the static strength of test article was substantiated and the reliability and effectiveness of analysis math model were obtained.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2002년도 추계학술대회 논문집(II)
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• pp.1065-1073
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• 2002

A new damage identification technique using static displacement data is developed to assess the structural integrity of bridge structures. In the conventional damage assessment techniques using dynamic response, it is usually difficult to obtain a significant natural frequencies variation from the measured data because the natural frequencies variation is intrinsically not sensitive to the damage of a bridge. In this proposed identification method, the stiffness reduction of the bridges can be estimated using the static displacement data measured periodically and a specific loading test is not required. The static displacement data due to the dead load of the bridge structure can be measured by devices such as a laser displacement sensor. In this study, structural damage is represented by the reduction in the elastic modulus of the element. The damage factor of the element is introduced to estimate the stiffness reduction of the bridge under consideration. Finally, the proposed algorithm is verified using various numerical simulation and compared with other damage identification method. Also, the effect of noise and number of damaged elements on the identification are investigated. The results show that the proposed algorithm is efficient for damage identification of the bridges.

• 한국구조물진단유지관리공학회 논문집
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• 제23권4호
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• pp.53-60
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• 2019

이 연구에서는 정적 변위를 사용하는 유전자 알고리즘을 이용한 교량의 유한요소해석모델 개선 기법을 제안하며, PSC 거더교를 대상으로 한 실증시험 데이터를 이용하여 제안된 방법을 검증하였다. 실증 재하시험으로 정적재하시험과 의사정적재하시험을 수행하였으며, 각 재하시험의 계측 데이터를 이용하여 대상교량의 유한요소해석모델 개선을 진행하였다. 최종적으로 의사정적재하시험의 계측 데이터를 통해 개선된 모델을 이용하여 공용 내하력평가를 수행하였다. 내하력평가에는 현 도로교설계기준과 구 도로교설계기준, AASHTO LRFD의 설계 활하중을 이용하였으며, 각 설계기준 별 내하력평가 결과를 비교하였다.