• 지구물리와물리탐사
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• 제17권4호
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• pp.242-246
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• 2014

지층의 전기화학적인 물성을 이용한 광대역유도분극(SIP) 탐사는 황화광물을 포함한 금속광물탐사에 유용한 기술이다. 탐사자료로부터 IP 물성을 계산하기 위해서는 등가회로 분석을 수행한다. 분석에 사용되는 암석의 SIP 반응을 고려한 등가회로 모델은 해의 비유일성이라는 문제를 가지기 때문에 정확한 분석을 위해 적절한 모델을 설정하는 것이 매우 중요하다. 따라서 이 연구는 SIP 이상반응을 나타내는 광석의 분석에 적합한 새로운 모델을 제안하고자 하였다. 이 모델은 기존의 Dias model과 Cole-Cole model의 비교를 통하여 적합성을 검증하였다. 그 결과, Dias model과 Cole-Cole model을 이용한 분석 결과의 NRMSE 오차는 각각 10.05%와 17.03%를 보였다. 하지만 제안한 새로운 모델의 NRMSE 오차는 0.87%로 상당히 낮았기 때문에 다른 모델보다 SIP 이상 자료의 등가회로 분석에 유용하고 판단하였다.

• 한국정보통신학회논문지
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• 제1권1호
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• pp.85-93
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• 1997

본 논문에서는, 부분응답 전송시스템의 일반화된 모델을 수정하여 순환적 구조로 설정하고, 이를 극초단펄스의 형성과정에 적용함으로써, 펄스의 폭에 따라 그 스펙트럼을 용이하게 얻어낼 수 있는 새로운 방법을 제안하였다. 이 방법은, 시간영역에서 폭이 매우 좁기 때문에 그 주파수영역의 정확한 형태를 평가하기 어려운 극초단펄스의 스펙트럼 분석을 위하여 편리하게 사용될 수 있다. 또한, 여기서 제시하는 방법은 순환적 알고리듬을 제공하므로, 연속미분법이나 콘볼루션에 의한 방법 등 기존의 알고리듬에 비하여 수치해석적으로 용이하며 이론적 접근에 있어서도 매우 편리하게 이용될 수 있다. 만일, 극초단펄스의 기본형태가 절단형fourier 급수로 정확히 표현되거나, 정형화된 펄스에 의하여 근사화될 수 있다면, 본 논문의 방법은 매우 편리하게 적용된다. 기본형태를 나타내는 Fourier 급수가 소량의 항에서 절단될수록 스펙트럼은 단순한 연산에 의하여 얻어진다. 또한, 다양한 형태의 극초단펄스를 표현하기 위한 방편으로, 최소대역 부분응답 전송시스템의 보편적 형태인 9-Type을 여기에 적용하고, 차수를 증가시켜 FWHM 폭을 현저히 감소시키는 형태를 찾아, 그 스펙트럼을 유도하는 일반적 알고리듬을 제시하였다.

• Structural Engineering and Mechanics
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• 제28권2호
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• pp.129-152
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• 2008

This paper considers the solution of the stochastic differential equations (SDEs) with random operator and/or random excitation using the spectral SFEM. The random system parameters (involved in the operator) and the random excitations are modeled as second order stochastic processes defined only by their means and covariance functions. All random fields dealt with in this paper are continuous and do not have known explicit forms dependent on the spatial dimension. This fact makes the usage of the finite element (FE) analysis be difficult. Relying on the spectral properties of the covariance function, the Karhunen-Loeve expansion is used to represent these processes to overcome this difficulty. Then, a spectral approximation for the stochastic response (solution) of the SDE is obtained based on the implementation of the concept of generalized inverse defined by the Neumann expansion. This leads to an explicit expression for the solution process as a multivariate polynomial functional of a set of uncorrelated random variables that enables us to compute the statistical moments of the solution vector. To check the validity of this method, two applications are introduced which are, randomly loaded simply supported reinforced concrete beam and reinforced concrete cantilever beam with random bending rigidity. Finally, a more general application, randomly loaded simply supported reinforced concrete beam with random bending rigidity, is presented to illustrate the method.

• 한국소음진동공학회논문집
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• 제18권11호
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• pp.1157-1169
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• 2008

This paper presents spectral element formulation which approximates Lamb wave propagation by PZT transducers bonded on a thin plate. A two layer beam model under 2-D plane strain condition is introduced to simulate high-frequency dynamic responses induced by a piezoelectric (PZT) layer rigidly bonded on a base plate. Mindlin-Herrmann and Timoshenko beam theories are employed to represent the first symmetric and anti-symmetric Lamb wave modes on a base plate, respectively. The Euler-Bernoulli beam theory and 1-D linear piezoelectricity are used to model the electro-mechanical behavior of a PZT layer. The equations of motions of a two layer beam model are derived through Hamilton's principle. The necessary boundary conditions associated with the electro-mechanical properties of a PZT layer are formulated in the context of dual functions of a PZT layer as an actuator and a sensor. General spectral shape functions of response field and the associated boundary conditions are obtained through equations of motions converted into frequency domain. Detailed spectrum element formulation for composing the dynamic stiffness matrix of a two layer beam model is presented as well. The validity of the proposed spectral element is demonstrated through numerical examples.

• 한국재난정보학회 논문집
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• 제19권4호
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• pp.950-957
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• 2023

연구목적:강한 독성을 보유하고 있는 유류 오염물의 유출에 따른 확산을 미연에 방지할 수 있도록 사전 대응 기술이 필요하다. 따라서 본 연구에서는 개발된 반응재료의 공학적 특성을 예측하기 위한 실험적 연구를 수행하였다. 연구방법:반응재료에 대한 다짐시험 및 분광정보 획득 실험을 실시하였으며, 각각의 시험 및 실험 결과를 평가하였다. 그리고 반응재료의 공학적 특성 예측 가능성을 평가하기 위하여 분광정보와 최대건조단위중량의 상관관계를 분석하였다. 연구결과:다짐시험 결과, 최대건조단위중량은 약 9kN/m³ ~ 10kN/m³ 범위로 확인되었다. 그리고 분광정보 획득 실험 결과로부터 반응재료의 폴리노보넨 감소에 따른 최대분광반사율은 감소하였다. 결론: 반응재료의 구성성분 비율에 따라 비선형적 관계를 갖는 최대분광반사율과 최대건조단위중량 상관성으로부터 최대분광반사율을 통해 유류 오염물 흡수를 위한 반응재료의 최적량 예측이 가능함을 확인하였다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.314-318
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• 2000

For one-dimensional structures, a vibration response consists of direct and reflected waves from boundaries. Based on this concept of separable wave components, a modified travelling wave method (MTWM) is proposed in this paper: while all allowable waves are assumed and the boundary conditions are applied on by the conventional travealling wave method (TWM), in the proposed MTWM direct and reflected waves are assumed within the beam element, and the governing relations between direct and reflected waves are described in terms of the reflection or transmission coefficients. It is shown that the vibration response with considerable accuracy can be obtained compared to TWM for single and coupled beams. It is also shown that the band analysis to obtain quadratic response, or power flow response can be carried out by a slight change of the governing equations for one-dimensional structural systems. It is thought that the suggested MTWM can be used as a unified approach for predicting linear spectral response and/or quadratic band response involved in the one-dimensional structural vibration.

• Near Infrared Analysis
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• 제1권1호
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• pp.31-35
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• 2000

Near-infrared reflectance spectroscopy(NIRS) was used to determine the humic acids in soil samples from the fields of different crops and land-use over Youngnam and Honam regions in Korea. An InfraAlyzer 500 scanning spectrophotometer was obtained near infrared relectance spectra of soil at 2-nm intervals from 1100 to 2500nm. Multiple linear regression(MLR) or partial least square regression (PLSR) was used to evaluate a NIRS method for the rapid and nondestructive determination of humic acid, fulvic acid and its total contents in soils. The raw spectral data(log 1/R) can be used for estimating humic acid, fulvic acid and its total contents in soil by MLR procedure between the content of a given constituent and the spectral response of several bands. In which the predicted results for fulvic acid is the best in the constituents. The new spectral data are converted from the raw spectra by PLSR method such as the first derivative of each spectrum can also be used to predict humic acid and fulvic acid of the soil samples. A low SEC, SEP and a high coefficient of correlation in the calibration and validation stages enable selection of the best manipulation. But a simple calibration and prediction method for determining humic acid and fulvic acid should be selected under similar accuracy and precision of prediction. NIRS technique may be an effective method for rapid and nondestructive determination for humic acid, fulvic acid and its total contents in soils.

• 한국해양공학회지
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• 제8권1호
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• pp.23-32
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• 1994

A numerical procedure is described for simultaneously predicting the motion and structural responses of tension leg platforms (TLPs) in multi-directional irregular waves. The developed numerical approach is based on a combination of a three dimensional source distribution method, the finite element method for structurally treating the space frame elements and a spectral analysis technique of directional waves. The spectral description for the linear responses of a structure in the frequency domain is sufficient to completely define the responses. This is because both the wave inputs and the responses are stationary Gaussian ran dom process of which the statistical properties in the amplitude domain are well known. The hydrodynamic interactions among TLP members, such as columns and pontoons, are included in the motion and structural analysis. The effect of wave directionality has been pointed out on the first order motion, tether forces and structural responses of a TLP in multi-directional irregular waves.

• 대한조선학회논문집
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• 제30권4호
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• pp.93-101
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• 1993

본 논문에서는 최근에 개발된 선박의 스펙트럼 피로해석의 효율적인 방법을 다루었다. 본 연구에서는 Strip Method을 사용하여 운동해석 및 파랑하중을 추정한 결과로부터 응력 스펙트럼을 구하기 위해 단위하중성분에 대한 구조응답으로써 응력영향계수의 개념을 도입하였고 이를 구하기 위해 유한요소법을 적용하였다. 이와 같은 새로운 개념의 스펙트럼 해석방법은 많은 수의 파 주파수와 배의 전진각에 대하여 구조해석을 각각 수행하여야 하는 종래의 방법을 크게 개선한 것으로 본 연구에서는 이 개념을 종합화하여 피로손상을 추정하는 새로운 이론과 알고리즘을 제시하였다.

• Structural Engineering and Mechanics
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• 제28권4호
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• pp.387-410
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• 2008

The fatigue damage accumulation rates of horizontally curved thin walled box-girder bridge have been estimated from vehicle-induced dynamic stress history using rain flow cycle counting method in the time domain approach. The curved box-girder bridge has been numerically modeled using computationally efficient thin walled box-beam finite elements, which take into account the important structural actions like torsional warping, distortion and distortional warping in addition to the conventional displacement and rotational degrees of freedom. Vehicle model includes heave-pitch-roll degrees of freedom with longitudinal and transverse input to the wheels. The bridge deck unevenness, which is taken as inputs to the vehicle wheels, has been assumed to be a realization of homogeneous random process specified by a power spectral density (PSD) function. The linear damage accumulation theory has been applied to calculate fatigue life. The fatigue life estimated by cycle counting method in time domain has been compared with those found by estimating the PSD of response in frequency domain. The frequency domain method uses an analytical expression involving spectral moment characteristics of stress process. The effects of some of the important parameters on fatigue life of the curved box bridge have been studied.