• The Journal of the Acoustical Society of Korea
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• 제27권3E호
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• pp.84-94
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• 2008

Displacement estimation is a crucial step in ultrasonic strain imaging. The displacement between a pre- and postcompression signal in the current data window is estimated by first shifting the postcompression signal by the displacement obtained in the previous data window to reduce their decorrelation and then determining the remaining part of the displacement through autocorrelation and conversion of phase difference into time delay. However, since strain image quality tends to vary with the amount of compression applied, we propose two new methods for enhancing strain image quality, i.e., displacement normalization and adaptive persistence. Both in vitro and in vivo experiments are carried out to acquire ultrasound data and produce strain images in real time under the application of quasi static compression. The experimental results demonstrate that the methods are quite effective in improving strain image quality and thus can be applied to implementing an ultrasound elasticity imaging system that operates in real time.

• 한국농공학회논문집
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• 제47권6호
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• pp.15-24
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• 2005

The normalization on the characteristics of water level change at the upstream gauging station was attempted according to the operation of drainage sluice gate of the Geumgang estuary dam. The characteristics were normalized by the analysis of water level change and by the linear-regression of the water level data measured at the inner station of Geumgang estuary dam and upstream gauging station. The results of normalization may be referred to the management of Geumgang estuary lake, the operation of pumping and drainage stations in the shore of the lake. The mean response time of water level change on Ibpo, Ganggyeong and Gyuam water level station were 39,81 and 160 minutes, when sluice gate was opened respectively. The mean velocity of surface wave, the mean displacement of water level change, the mean time of water level change and the mean rate of water level change varied largely depending on the location of gauging station and the characteristics of stream section of the water level gauging station.

• Smart Structures and Systems
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• 제29권4호
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• pp.599-616
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• 2022

Bridge displacement contains vital information for bridge condition and performance. Due to the limits of direct displacement measurement methods, the indirect displacement reconstruction methods based on the strain or acceleration data are also developed in engineering applications. There are still some deficiencies of the displacement reconstruction methods based on strain or acceleration in practice. This paper proposed a novel method based on long short-term memory (LSTM) networks to reconstruct the bridge dynamic displacements with the strain and acceleration data source. The LSTM networks with three hidden layers are utilized to map the relationships between the measured responses and the bridge displacement. To achieve the data fusion, the input strain and acceleration data need to be preprocessed by normalization and then the corresponding dynamic displacement responses can be reconstructed by the LSTM networks. In the numerical simulation, the errors of the displacement reconstruction are below 9% for different load cases, and the proposed method is robust when the input strain and acceleration data contains additive noise. The hyper-parameter effect is analyzed and the displacement reconstruction accuracies of different machine learning methods are compared. For experimental verification, the errors are below 6% for the simply supported beam and continuous beam cases. Both the numerical and experimental results indicate that the proposed data fusion method can accurately reconstruct the displacement.

• 대한기계학회논문집A
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• 제21권1호
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• pp.93-103
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• 1997

Charpy V-notch impact tests were performed on the full-, half-and third-size specimens from two ferritic SA 508 Cl. 3 steels for nuclear pressure vessel. New normalization factors were proposed to predict the upper shelf energy(USE) and the ductile-brittle transition temperature(DBTT) of full-size specimens from the measured data on sub-size specimens. The factors for the USE and the DBTT are $(Bb^2/Kt); and; (Bb/R)^1/2/, $ respectively, where B the width, b the ligament size, $K_{t}$ the elastic stress concentration factor, and R the notch root radius. These correlations successfully estimated the USE and DBTT of the full-size specimens based on sub-size specimen data. In addition, the size effects were studied to develop the correlations among absorbed energy, lateral expansion(LE) and displacement. It was also found that the LE was able to be estimated from the displacement obtained by the instrumented impact test, and that the displacement would be used as a criterion for the toughness of the steels corresponding to change in their yield strength.h.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 추계학술대회
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• pp.262-267
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• 2004

The unloading compliance method is the most commonly used method to evaluate the fracture resistance characteristics of a material. In dynamic loading condition, the direct current potential drop(DCPD) method has been used because the unloading compliance method can not be applied due to the discontinuity of loading. However, even in the dynamic test using DCPD method, there is a problem that the voltage drops sharply on the initiation of crack. For the reason metioned above, the normalization method was suggested on ASTM E 1820 which is revised recently, as a new method to evaluate the dynamic fracture resistance characteristic. The nomalization method can be used to obtain a fracture resistance curve directly from a load-load line displacement. In this study, we obtained two fracture resistance curves from static test of welding part of nuclear piping both by unloading compliance and nomalization method. The two curves were almost same each other, so the adaptability of the nomalization method has been proved. We conducted a dynamic fracture resistance test for the same material. The fracture resistance curve from the dynamic test was obtained by normalization method and compared to that of the static test result.

• 영어영문학
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• 제64권1호
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• pp.135-150
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• 2018

Focusing on the hermeneutic instability of a key word of Paradise Lost, "wander," this study attempts to situate John Milton's early modern epic in the longue $dur{\acute{e}}e$ historical transition from seignorial to capitalist mode of production, especially the displacement and reorganization of producer population, a corollary of early phase of modernization. The historic experience of vagrancy and its normalization, and the concomitant shift of the primary human sociability from given to voluntary bonds, I suggest, shape and inform Milton's early modern rewriting of the Biblical story of the fall and his revising of the heroic epic romance into a plebeian romance of a wandering, companionate couple. While building on the critical consensus on this poem's deliberate distancing from the tradition of classical epic and chivalric romance, this essay argues that Milton re-appropriates and re-channels the aspirational aspect of chivalric wandering, or mobility, for his plebeian heroes, a companionate conjugal couple. The hermeneutic instability of the word wander, this essay suggests, captures the duality of the historic experience of vagrancy, both the tragic experience of displacement and the liberational and uplifting dimension of that experience.

• 대한원격탐사학회지
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• 제28권4호
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• pp.393-407
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• 2012

본 연구에서는 광학 원격탐사 영상의 획득 시 태양의 고도 및 방위가 대상 지역의 지형기복과 결합하여 나타나는 영향 및 다수의 시기에 걸쳐 획득한 영상을 비교분석하는 경우 영상 촬영시기의 차이로 인한 태양의 위치변화와 지형기복이 결합하여 나타나는 영향에 대한 보정을 시도하였다. 한라산과 다수의 분석구가 분포하는 제주도를 대상으로 Landsat 7 ETM+ 영상과 ASTER GDEM 지형자료를 사용하여 국지적조도의 모델링 시 커널의 크기를 $3{\times}3$, $5{\times}5$, $7{\times}7$, $9{\times}9$ 화소로 변화시키며 Lambertian 보정기법인 cosine 보정법과 비 Lambertian 보정기법인 c-보정법을 적용하고 보정기법 및 커널 크기에 대한 지형보정 효과를 분석하였다. 개별 영상의 육상지역에 대하여 보정을 수행한 결과 커널의 크기 $7{\times}7$을 적용한 c-보정법을 사용하였을 때에 보정효과가 가장 우수한 것으로 평가되었고, 대상지역을 ISODATA 무감독분류법을 이용하여 선택된 산림지역에 한정하여 지형보정을 수행한 경우에는 커널의 크기 $9{\times}9$를 적용한 c-보정법을 사용하였을 때에 가장 우수한 결과가 도출되었으며 다양한 지표피복이 혼합된 대상지역 대한 보정보다 효과가 큰 것으로 평가되었다. 다시기 영상의 경우 세 시기에 획득된 영상에 대하여 각각 지형보정을 수행한 후 상대적 방사도 보정을 적용하였을 때 지형보정을 수행하지 않은 경우와 비교하여 적외선 파장영역에서는 보다 균질한 반사도로 방사보정이 이루어졌으며 가시광 파장영역에서는 원영상의 반사도 패턴이 잘 보존된 결과가 도출되었다. 이상의 결과로부터 주변 지형으로부터 반사되는 에너지와 불완전한 대기보정으로 인한 잔류 대기영향을 고려하는 c-보정법을 적용하는 경우 cosine 보정법보다 우수한 지형보정 효과가 나타나며 수치표고모델에 내재된 수평과 수직방향 오차 및 위성영상과의 정합오차의 영향을 감소시기키 위하여 국지적 조도의 모델링 시 커널의 크기를 증가시키는 경우 지형보정의 효과가 증대되는 것으로 판단된다.

• Geomechanics and Engineering
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• 제12권2호
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• pp.269-294
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• 2017

This study aimed to realize the creation of fuzzy stochastic damage to describe reliability more essentially with the analysis of harmony of damage conception, probability and fuzzy degree of membership in interval [0,1]. Two kinds of fuzzy behaviors of damage development were deduced. Fuzzy stochastic damage models were established based on the fuzzy memberships functional and equivalent normalization theory. Fuzzy stochastic damage finite element method was developed as the approach to reliability simulation. The three-dimensional fuzzy stochastic damage mechanical behaviors of Jianshan mine slope were analyzed and examined based on this approach. The comprehensive results, including the displacement, stress, damage and their stochastic characteristics, indicate consistently that the failure foci of Jianshan mine slope are the slope-cutting areas where, with the maximal failure probability 40%, the hazardous Domino effects will motivate the neighboring rock bodies' sliding activities.

• 비파괴검사학회지
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• 제28권2호
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• pp.101-111
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• 2008

의료용 초음파 영상 시스템에서 스트레인 영상 기법은 병변 주위의 조직보다 단단한 성질을 가지는 암이나 종양을 영상화할 수 있다. 준정적인 압축(quasistatic compression) 방법을 이용하여 스트레인 영상을 얻는 방법은, 조직에 변형을 가하기 전의 초음파 신호를 기준으로 하여 변형을 가한 후에 얻어진 초음파 신호 사이의 변위를 계산하고, 이를 공간 미분하여 스트레인을 구한다. 본 논문에서 변위의 계산은 복소 기저대역 신호의 자기상관(autocorrelation)을 계산하여 위상차로부터 구하고, 위상차를 시간 혹은 거리로 변환할 때 발생하는 오차를 중심주파수 편차를 보상하여 줄였다. 조작자의 손 움직임의 영향을 줄이기 위해 모든 스캔라인의 변위를 정규화시키는 알고리즘을 적용하여 균일한 스트레인 영상을 얻었다. 제안한 스트레인 영상 기법을 초음파 영상 진단기에서 실시간 동작하도록 구현하였다.

• 대한기계학회논문집
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• 제15권1호
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• pp.61-68
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• 1991

본 연구에서는 스프링힌지, 클램프, 단순지지, 탄성지반, 다수의 병진 및 회 전스프링 그리고 중간지지점의 조합으로 구성되어 있는 보에 대하여 우선 Hamilton원 리에 의하여 정확한 보의 특성방정식을 유도하고 모든 경계조건을 만족하는 직교다항 식을 구한 후, 스프링, 댐퍼로 구성된 여러개의 질량이 일정한 속도로 이동할 경우에 대하여 Galerkin방법과 수치적분 방법을 사용하여 동적응답을 구하였다. 또한 구속 조건 및 경계조건이 변함에 따라 동적응답에 미치는 영향을 연구하였다.