• 한국산업정보학회논문지
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• 제15권5호
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• pp.179-185
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• 2010

시스템의 민감도 분석을 위한 불확실성 중요도 측도란 어떠한 입력변수의 불확실성이 반응변수의 불확실성에 미치는 영향의 정도를 평가하여, 반응변수의 불확실성을 감소시키기 위해서는 어떤 입력변수들의 불확실성을 감소시키는 것이 효과적인지를 밝히는데 사용된다. 본 논문에서는 입력변수와 반응변수 간의 관계식이 단조함수일 때, 어떤 입력변수의 불확실성이 제거될 때 반응변수 분산의 기대되는 감소량을 백분율로 측정하는 측도를 평가하기 위한 방법을 제안한다. 제안된 평가 방법은 입력변수와 반응변수 간의 관계식이 선형 및 비선형 단조함수 모두에 적용될 수 있으며 입력변수의 분포에 제한이 없으며, 입력변수의 분포를 이산형 분포로 근사화하는 기법을 사용함으로써 불확실성 중요도 측도의 안정적인 추정치를 얻을 수 있다 반면에 제안된 평가 방법은 몬테칼로 시뮬레이션을 기반으로 하기 때문에 계산량이 많은 단점이 있다.

• 응용통계연구
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• 제36권4호
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• pp.295-307
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• 2023

HAR 모형은 간단한 선형 모형으로 실현 변동성의 장기기억성을 비교적 잘 설명할 수 있어 널리 쓰이고 있다. 하지만, 실현 변동성은 조건부 이분산성, 레버리지 효과, 변동성 집중 등과 같은 복잡한 특징을 보이고 있기에 단순 HAR 모형을 확장할 필요가 있다. 따라서 본 연구는 조건부 이분산성을 설명하는 GARCH 모형에 임계값에 따라 계수가 달라지는 비선형 모형인 임계 HAR 모형(THAR-GARCH)을 제안하고 그 추정 방법 및 예측 성능에 대해서 살펴보고자 한다. 보다 구체적으로 오차항의 등분산 가정을 벗어났기 때문에 모형의 계수를 추정하기 위해서 반복적인 가중최소제곱추정법을 제안하고 모의실험을 통해 일치성을 보였다. 또한 전세계 21개의 주요 주가 지수의 실현 변동성에 대한 예측 오차를 비교함으로써 제안한 GARCH 오차를 가지는 임계 HAR 모형이 일반적으로 더 우수한 예측력을 보임을 확인하였다.

• 한국지반공학회논문집
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• 제24권1호
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• pp.61-70
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• 2008

지표면 침하량, 침하 기울기 그리고 터널주변의 지반 변위에 대한 관리와 예측은 도심지 저토피 터널의 설계와 시공에서 주요한 인자가 된다. 저토피 터널에서의 굴착에 따른 변형 해석은 터널 측벽부에서 지표부까지 발달하는 전단대의 변형특성을 파악하는 것이 중요하다. 본 연구는 2차원 실내 터널 모형실험과 전단 탄성계수 및 강도 정수의 저하를 고려한 변형률 연화모델 해석을 통하여 미고결 저토피 터널에서의 굴착으로 인한 변형 거동 특성을 규명해 보았다. 변형률 연화모델을 이용한 수치해석과 모형 터널 실험과의 비교에서 지표면 침하, 천단침하 그리고 전단대의 발달형태에서 부합되는 결과가 나타났다. 본 연구에서 변형률 연화모델은 저토피 터널의 비선형 변형해석에 대하여 적용성이 있음을 알 수 있었다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제17권7호
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• pp.1823-1840
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• 2023

In order to improve spectral efficiency and reduce power consumption for reconfigurable intelligent surface (RIS) assisted wireless communication systems, a joint design considering irregular RIS topology, RIS on-off switch, power allocation and phase adjustment is investigated in this paper. Firstly, a multi-dimensional variable joint optimization problem is established under multiple constraints, such as the minimum data requirement and power constraints, with the goal of maximizing the system energy efficiency. However, the proposed optimization problem is hard to be resolved due to its property of nonlinear nonconvex integer programming. Then, to tackle this issue, the problem is decomposed into four sub-problems: topology design, phase shift adjustment, power allocation and switch selection. In terms of topology design, Tabu search algorithm is introduced to select the components that play the main role. For RIS switch selection, greedy algorithm is used to turn off the RISs that play the secondary role. Finally, an iterative optimization algorithm with high data-rate and low power consumption is proposed. The simulation results show that the performance of the irregular RIS aided system with topology design and RIS selection is better than that of the fixed topology and the fix number of RISs. In addition, the proposed joint optimization algorithm can effectively improve the data rate and energy efficiency by changing the propagation environment.

• Smart Structures and Systems
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• 제31권3호
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• pp.229-245
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• 2023

The absence of excitation measurements may pose a big challenge in the application of structural damage identification owing to the fact that substantial effort is needed to reconstruct or identify unknown input force. To address this issue, in this paper, an iterative strategy, a synergy of Tikhonov regularization method for force identification and modified Jaya algorithm (M-Jaya) for stiffness parameter identification, is developed for damage identification with partial output-only responses. On the one hand, the probabilistic clustering learning technique and nonlinear updating equation are introduced to improve the performance of standard Jaya algorithm. On the other hand, to deal with the difficulty of selection the appropriate regularization parameters in traditional Tikhonov regularization, an improved L-curve method based on B-spline interpolation function is presented. The applicability and effectiveness of the iterative strategy for simultaneous identification of structural damages and unknown input excitation is validated by numerical simulation on a 21-bar truss structure subjected to ambient excitation under noise free and contaminated measurements cases, as well as a series of experimental tests on a five-floor steel frame structure excited by sinusoidal force. The results from these numerical and experimental studies demonstrate that the proposed identification strategy can accurately and effectively identify damage locations and extents without the requirement of force measurements. The proposed M-Jaya algorithm provides more satisfactory performance than genetic algorithm, Gaussian bare-bones artificial bee colony and Jaya algorithm.

• Geomechanics and Engineering
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• 제35권4호
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• pp.449-464
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• 2023

Advanced nonlinear effective stress constitutive models are started to be frequently used in one-dimensional (1D) and two-dimensional (2D) site response analysis for assessment of porewater generation and liquefaction potential in soft soil deposits. The emphasis of this research is on the assessment of the implementation of this category of models at the element stage. Initially, the performance of a coupled porewater pressure (PWP) and constitutive models were evaluated employing a catalogue of 40 unidirectional cyclic simple shear tests with a variety of relative densities between 35% and 80% and effective vertical stresses between 40 and 80 kPa. The authors evaluated three coupled constitutive models (PDMY02, PM4SAND and PDMY03) using cyclic direct simple shear tests and for decide input parameters used in the model, procedures are recommended. The ability of the coupled model to capture dilation as strength is valuable because the studied models reasonably capture the cyclic performance noted in the experiments and should be utilized to conduct effective stress-based 1D and 2D site response analysis. Sandy soils may become softer and liquefy during earthquakes as a result of pore-water pressure (PWP) development, which may have an impact on seismic design and site response. The tested constitutive models are mathematically coupled with a cyclic strain-based PWP generation model and can capture small-strain stiffness and large-strain shear strength. Results show that there are minor discrepancies between measured and computed excess PWP ratios, indicating that the tested constitutive models provide reasonable estimations of PWP increase during cyclic shear (r_u) and the banana shape is reproduced in a proper way indicating that dilation and shear- strain behavior is well captured by the models.

• 한국항행학회논문지
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• 제28권1호
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• pp.123-128
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• 2024

전체 전송 거리의 중간에서 위상 공액파로 반전시키는 MSSI (mid-span spectral inversion)을 분산 제어 링크에 결합시키면 색 분산과 비선형 효과에 의한 파장 분할 다중 (WDM; wavelength division multiplexed) 신호의 왜곡 보상에 매우 효과적이다. 이러한 MSSI 결합 분산 제어 링크에서 분산 맵의 모양, 채널의 데이터율, 채널 파장과 파장 간격 등은 보상 정도에 영향을 미치고, 결과적으로 WDM 신호의 전송 거리와 용량을 결정하게 한다. 본 논문에서는 MSSI 결합 분산 제어 링크에서 WDM 신호를 구성하는 RZ (return-to-zero) 펄스의 소광비에 따른 보상 특성을 분석하였다. 시뮬레이션 결과 소광비가 커질수록 '1'과 '0' 신호의 전력 차이가 증가하여 수신 성능이 좋아지는 일반적인 광전송 시스템에서의 결과가 아닌 분산 맵의 형태와 분산 맵의 구체적 모양을 결정하는 광섬유 스팬 당 잉여 분산의 크기에 따라 최상의 보상을 얻을 수 있는 소광비가 결정되어야 한다는 것을 알 수 있었다.

• Steel and Composite Structures
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• 제50권6호
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• pp.659-674
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• 2024

Casting Ultra High-Performance Concrete (UHPC) on an orthotropic steel deck and forming a composite action by connectors could improve the steel deck fatigue performance. This study presents the mechanical performance of a proposed post-combination connection between UHPC and steel, which had a low constraint effect on UHPC shrinkage. A total of 10 push-out tests were conducted for static and fatigue performance investigations. And the test results were compared with evaluation methods in codes to verify the latter's applicability. Meanwhile, nonlinear simulation and parametric works with material damage plasticity models were also conducted for the static and fatigue failure mechanism understanding. The static and fatigue test results both showed that fractures at stud roots and surrounding local UHPC crushes were the main failure appearances. Compared with normally arranged studs, group arrangement could result in reductions of static stud shear stiffness, strength, and fatigue lives, which were about 18%, 12%, and 27%, respectively. Compared with the test results, stud shear capacity and fatigue lives evaluations based on the codes of AASHTO, Eurocode 4, JSCE and JTG D64 could be applicable in general while the safety redundancies tended to be smaller or even insufficient for group studs. The analysis results showed that arranging studs in groups caused obviously uneven strain distributions. The severer stress concentration and larger strain ranges caused the static and fatigue performance degradations of group studs. The research outcome provides a very important basis for establishing a design method of connections in the novel post-combination steel-UHPC composite deck.

• Geomechanics and Engineering
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• 제37권5호
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• pp.453-465
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• 2024

This paper presents a logarithmic shear deformation theory to study the thermal buckling response of power-law FG one-dimensional structures in thermal conditions with different boundary conditions. It is assumed that the functionally graded material and thermal properties are supposed to vary smoothly according to a contentious function across the vertical direction of the beams. A P-FG type function is employed to describe the volume fraction of material and thermal properties of the graded (1D) beam. The Ritz model is employed to solve the thermal buckling problems in immovable boundary conditions. The outcomes of the stability analysis of FG beams with temperature-dependent and independent properties are presented. The effects of the thermal loading are considered with three forms of rising: nonlinear, linear and uniform. Numerical results are obtained employing the present logarithmic theory and are verified by comparisons with the other models to check the accuracy of the developed theory. A parametric study was conducted to investigate the effects of various parameters on the critical thermal stability of P-FG beams. These parameters included support type, temperature fields, material distributions, side-to-thickness ratios, and temperature dependency.

• Structural Engineering and Mechanics
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• 제91권2호
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• pp.211-225
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• 2024

Soft bending actuators have gained significant interest in robotic applications due to their compliance and lightweight nature. Their compliance allows for safer and more natural interactions with humans or other objects, reducing the risk of injury or damage. However, the nonlinear behaviour of soft actuators presents challenges in accurately predicting their bending motion and force exertion. In this research, a new comprehensive study has been conducted by employing a developed 3D finite element model (FEM) to investigate the effect of geometrical and material parameters on the bending behaviour of a soft pneumatic actuator reinforced with Kevlar fibres. A series of experiments are designed to validate the FE model, and the FE model investigates the improvement of actuator performance. The material used for fabricating the actuator is RTV-2 silicone rubber. In this study, the Cauchy stress was expanded for hyperelastic models and the best model to express the stress-strain behaviour based on ASTM D412 Type C tensile test for this material has been obtained. The results show that the greatest bending angle was achieved for the semi-elliptical actuator made of RTV2 material with a pitch of 1.5 mm and second layer thickness of 1 mm. In comparison, the maximum response force was obtained for the semi-elliptical actuator made of RTV2 material with a pitch of 6 mm and a second layer thickness of 2 mm. Additionally, this research opens up new possibilities for development of safer and more efficient robotic systems that can interact seamlessly with humans and their environment.