• Journal of the Korea Concrete Institute
• /
• v.16 no.2 s.80
• /
• pp.155-162
• /
• 2004

An analytical method to predict the time dependent flexural behavior of composite girder is presented based on sectional analysis. The time dependent constitutive relation accounting for the early-age concrete properties including maturing of elastic modulus, creep and shrinkage is derived in an incremental format by the first order Taylor series expansion. The sectional analysis calculates the axial and curvature strains based on the force and moment equilibriums. The deflection curve of the girder approximated by the quadratic polynomial function is calculated by applying to the proper boundary conditions in the consecutive segments. Numerical applications are made for the 3-span double composite steel box girder which is a composite bridge girder filled with concrete at the bottom of the steel box in the negative moment region. The calculated results are compared with those by finite element analysis results. Close agreement is observed between the two approaches.

• Journal of Navigation and Port Research
• /
• v.46 no.4
• /
• pp.367-374
• /
• 2022

The purpose of this study was to propose a deep learning algorithm that applies to the fault diagnosis of fuel pumps and purifiers of autonomous ships. A deep learning algorithm reflecting the time dependence of the measured signal was configured, and the failure pattern was trained using the vibration signal, measured in the equipment's regular operation and failure state. Considering the sequential time-dependence of deterioration implied in the vibration signal, this study adopts Conv1D with sliding window computation for fault detection. The time dependence was also reflected, by transferring the measured signal from two-dimensional to three-dimensional. Additionally, the optimal values of the hyper-parameters of the Conv1D model were determined, using the grid search technique. Finally, the results show that the proposed data preprocessing method as well as the Conv1D model, can reflect the sequential dependency between the fault and its effect on the measured signal, and appropriately perform anomaly as well as failure detection, of the equipment chosen for application.

• Proceedings of the Acoustical Society of Korea Conference
• /
• 1998.06c
• /
• pp.127-130
• /
• 1998

본 연구에서는 문맥 종속 또는 문맥 독립형 화자 인식에서의 단점을 개선하는 방법으로 문맥 제시형 화자 인식을 수행하였다. 문맥 종속형 화자 인식은 제한된 문장이나 단어를 발성하여 출입 판별을 하는 방식으로 구현하기는 쉬우나 사칭자가 사용자의 목소리를 흉내낼 수 있으며[1], 문맥 독립형 화자 인식은 임의의 대화 문장이나 대화를 사용에게 유도하여 일정 시간 동안 녹음한 후에 이를 이용하여 사칭자가 접근을 허가 받을 수 있다는 단번이 있다. 또한 문맥 독립형 화자 인식에서는 접근 허가를 받기까지 많은 학습 시간이 필요하며 학습 시간이 적을 경우에 상당한 인식률의 저하가 발생된다. 문맥 제시형 화자 인식은 랜덤하게 제시된 단어만을 화자가 발성함으로써 특정한 문장이나 단어의 배열을 미리 녹음했다가 재생하는 방법을 배제할 수 있을 뿐만 아니라 동시에 학습을 위한 많은 시간을 소모하지 않는다는 장점이 있다. 본 논문에서는 화자로 하여금 랜덤하게 제시된 여러 개의 단어들을 순서적으로 발성하도록 하여, 발성 단어를 인식한 후에 인식된 단어를 통하여 화자를 판별하는 방법을 사용하였다.

• The Journal of Korean Association of Computer Education
• /
• v.8 no.1
• /
• pp.93-103
• /
• 2005

Since the most program execution time is consumed in a loop structure, extracting parallelism from sequential loop programs is critical for the faster program execution. Conventional studies for extracting the parallelism are focused mostly on a uniform data dependence distance. In this paper, we proposed data dependency elimination method for a nested loop and extended data dependency elimination method to extract parallelism from the loop with procedure calls. The data dependency elimination method and the extended data dependency elimination method can be applied to uniform and non-uniform data dependency distance. We compared our method with conventional methods using CRAY-T3E for the performance evaluation. The results show that the proposed algorithms are very effective.

• Journal of the Institute of Electronics Engineers of Korea SC
• /
• v.48 no.5
• /
• pp.59-65
• /
• 2011

In this paper, we present a reduced-order parameter-dependent robust $H_{\infty}$ filter design method for discrete-time singular systems with polytopic uncertainties. A BRL(bounded real lemma) for parameter-dependent singular systems is derived from a parameter-dependent Lyapunov function. On the basis of the obtained BRL, low order robust $H_{\infty}$ filter design method is presented by polytopic approach, new reduced-order method, and LMI(linear matrix inequality) technique. Finally, a numerical example is presented to illustrated the feasibility of the proposed method.

• The Transactions of the Korean Institute of Electrical Engineers
• /
• v.37 no.7
• /
• pp.427-433
• /
• 1988

This paper presents a partitioned state estimation algorithm on the basis of network reduction by using a estimation technique of boundary line flows. The network is partitioned into several subnetworks, which generates boundary lines. The accurate estimation of boundary line flows enables us to perform state estimation on each sub-system independently. A precise method to estimate boundary line flows is presented for the partitioned state estimation. The proposed algorithm redices computation time and memory requirements remarkably. The proposed algorithm have been tested for IEEE sample system and verified to be applicable to practical power systems.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2010.05a
• /
• pp.79-80
• /
• 2010

Age-dependent laboratory tests for a curved composite box girder were carried out to investigate age-dependent effects of concrete on toraional behavior of a curved girder. Time-dependent incremental finite element method predicted the toraional behavior as well as flexural including axial behaviors of the test specimen.

• Proceedings of the Korean Information Science Society Conference
• /
• 2011.06c
• /
• pp.470-473
• /
• 2011

오류 정적 분석기가 출력하는 분석 경보 사이의 종속 관계를 안전하게 계산하여, 분석 경보들을 무리 짓는 짓고, 대표 경보들만을 출력하는 기법을 소개한다. 경보 1이 가짜 경보일 때 경보 2도 항상 가짜 경보가 된다면, 경보 1을 살펴 가짜 경보임을 안 경우에 경보 2를 살펴볼 필요가 없다. 따라서, 경보 2는 경보 1에 종속적이라고 말할 수 있다. 버퍼 오버런 분석기의 분석 경보 보고서를 개선하기 위해 이러한 기법을 적용한 결과, 여러 개의 오픈 소스 소프트웨어들의 분석 후에 보고되는 경보의 수를 평균 60% 줄일 수 있었다. 종속 관계 계산을 위해 소요되는 추가적인 분석 시간은 평균 20% 이다. 제안하는 기법은 요약 해석에 기반을 둔 모든 정적 분석기에 적용할 수 있으며, 실제 오류일 가능성이 높은 경보를 먼저 보여주는 통계적인 기법들과 독립적으로 사용될 수 있다.

• Computational Structural Engineering
• /
• v.5 no.3
• /
• pp.127-137
• /
• 1992

A method for nonstationary response analysis of an offshore guyed tower subjected to earthquake loading is presented. The nonstationarity of the earthquake excitation is modeled by imposing a time varying envelope function onto a stationary random model. By taking the envelope function and the auto-correlation function of ground acceleration in terms of complex exponential functions of time, an analytical procedure is developed for computing time varying variances of the tower response. Example analysis indicates that the maximum responses estimated by considering nonstationary effect properly are significantly less than those obtained by the conventional frequency domain analysis method based upon the stationary assumption.

• Computational Structural Engineering
• /
• v.3 no.3
• /
• pp.125-131
• /
• 1990

A finite element technique for the time dependent large structural problems is presented. It is based on the error estimation for the bases of solution spaces. An a-posteriori energy norm of residual error serves as the error indicator. Mode shapes which are calculated by scaling the Ritz vectors are applied to discretize the continuous spatial domain. Finally, the performance of the proposed methods is demonstrated by solving simple examples.