• 설비공학논문집
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• 제16권12호
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• pp.1204-1211
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• 2004

It is difficult to apply a conventional selection guide for diffusers when the diffuser is installed in a perimeter zone, because the air diffusion performance index (ADPI) vs. throw/length (T/L) ratio curve listed in conventional guide does not consider the perimetric heating load through the walls. The objective of this study is to evaluate the effect of the perimetric heating load on the ADPI and propose a selection guide for a proper line diffuser when perimetric heating load exists. The velocity and temperature distributions and the ADPI values are obtained numerically with various heat load ratios and air flow rates. The velocity and temperature distributions and the ADPI values are analyzed by CFD in case of various heat load ratios and air flow rates. Also, ADPI was calculated by those results. The ADPI values by numerical results are compared with an existing experimental data to verify the method for the evaluation of ADPI proposed in a present study. In case of a line diffuser installed at the high side wall, the ADPI decreases according to the increases of the flow rate on every heat load ratio of the present study except 0.75. The ADPI vs. T/L ratio curves have been proposed for the heat load ratios of 0.25, 0.5, 0.75 to guarantee the comport thermal environment when diffusers are installed in perimeter zone.

• Smart Structures and Systems
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• 제19권1호
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• pp.21-31
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• 2017

To control the stochastic vibration of a vibration-sensitive instrument supported on a beam, the beam is designed as a sandwich structure with magneto-rheological visco-elastomer (MRVE) core. The MRVE has dynamic properties such as stiffness and damping adjustable by applied magnetic fields. To achieve better vibration control effectiveness, the optimal bounded parametric control for the MRVE sandwich beam with supported mass under stochastic and deterministic support motion excitations is proposed, and the stochastic and shock vibration suppression capability of the optimally controlled beam with multi-mode coupling is studied. The dynamic behavior of MRVE core is described by the visco-elastic Kelvin-Voigt model with a controllable parameter dependent on applied magnetic fields, and the parameter is considered as an active bounded control. The partial differential equations for horizontal and vertical coupling motions of the sandwich beam are obtained and converted into the multi-mode coupling vibration equations with the bounded nonlinear parametric control according to the Galerkin method. The vibration equations and corresponding performance index construct the optimal bounded parametric control problem. Then the dynamical programming equation for the control problem is derived based on the dynamical programming principle. The optimal bounded parametric control law is obtained by solving the programming equation with the bounded control constraint. The controlled vibration responses of the MRVE sandwich beam under stochastic and shock excitations are obtained by substituting the optimal bounded control into the vibration equations and solving them. The further remarkable vibration suppression capability of the optimal bounded control compared with the passive control and the influence of the control parameters on the stochastic vibration suppression effectiveness are illustrated with numerical results. The proposed optimal bounded parametric control strategy is applicable to smart visco-elastic composite structures under deterministic and stochastic excitations for improving vibration control effectiveness.

• 정보보호학회논문지
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• 제31권5호
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• pp.987-999
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• 2021

최근 데이터로 인한 개인정보 침해로 인해 연합학습이 이슈화되고 있다. 연합학습은 학습데이터를 요구하지 않기 때문에 프라이버시 침해로부터 안전하다. 이로 인해 분산된 디바이스, 데이터를 활용하여 효율을 내기 위한 응용 방법에 대한 연구들이 진행되고 있다. 그러나 연합학습과정에서 전송되는 그래디언트로부터 학습데이터를 복원하는 재복원공격에 대한 연구가 진행됨에 따라 더는 연합학습도 안전하다고 볼 수 없다. 본 논문은 다양한 데이터 상황에서 데이터 복원 공격이 얼마나 잘되는지 수치적, 시각적으로 확인하는 것이다. 데이터가 1개만 존재할 때부터 크게는 클래스 안에 데이터가 여러 개 분포해 있을 때로 나누어 재복원공격이 얼마나 되는지 확인을 위해 MSE, LOSS, PSNR, SSIM인 평가지표로 MNIST 데이터를 활용해 수치로 확인한다. 알게 된 사실로 클래스와 데이터가 많아질수록 MSE, LOSS,이 높아지고 PSNR, SSIM이 낮아져 복원성능이 떨어지지만 몇 개의 복원된 이미지로 충분히 프라이버시 침해가 가능하다는 것을 확인할 수 있다.

• 대한조선학회논문집
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• 제58권5호
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• pp.303-313
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• 2021

Recently, quality control of the Liquefied Natural Gas Carrier (LNGC) cargo hold and block-erection interference areas using 3D scanners have been performed, focusing on large shipyards and the international association of classification societies. In this study, as a part of the research on LNGC cargo hold quality management advancement, a study on deep-learning-based scaffolding system 3D point cloud object detection and post-processing were conducted using a LNGC cargo hold 3D point cloud. The scaffolding system point cloud object detection is based on the PointNet deep learning architecture that detects objects using point clouds, achieving 70% prediction accuracy. In addition, the possibility of improving the accuracy of object detection through parameter adjustment is confirmed, and the standard of Intersection over Union (IoU), an index for determining whether the object is the same, is achieved. To avoid the manual post-processing work, the object detection architecture allows automatic task performance and can achieve stable prediction accuracy through supplementation and improvement of learning data. In the future, an improved study will be conducted on not only the flat surface of the LNGC cargo hold but also complex systems such as curved surfaces, and the results are expected to be applicable in process progress automation rate monitoring and ship quality control.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제15권8호
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• pp.2900-2922
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• 2021

In this paper, the power spectral density(PSD) for Multilevel Minimum Shift Keyed signal with modulation index h = 1/2 (M-ary MSK) are derived using the mathematical method of the Markov Chain model. At first, according to an essential requirement of the phase continuity characteristics of MSK signals, a complete model of the whole process of signal generation is built. Then, the derivations for autocorrelation functions are carried out precisely. After that, we verified the correctness and accuracy of the theoretical derivation by comparing the derived results with numerical simulations using MATLAB. We also divided the spectrum into four components according to the derivation. By analyzing these figures in the graphic, each component determines the characteristics of the spectrum. It is vital for enhanced spectral characteristics. To more visually represent the energy concentration of the main flap and the roll-down speed of the side flap, the specific out-of-band power of M-ary MSK is given. OMLCD(Optimum Maximum Likelihood Coherent Detection) of M-ary MSK is adopted to compare the signal received with prepared in advance in a code element T to go for the best. And M-ary MSK BER(Bit Error Rate) is compared with the same ary PSK (Phase Shift Keying) with M=2,4,6,8. The results show the detection method could improve performance by increasing the length of L(memory inherent) in the phase continuity.

• Geomechanics and Engineering
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• 제25권1호
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• pp.41-48
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• 2021

In cold regions, the integrity of the infrastructures built on weak soils can be extensively damaged by weathering actions due to the cyclic freezing and thawing. This damage can be mitigated by exploiting soil stabilization techniques. Generally, ordinary Portland cement (OPC) is the most commonly used binding material for investigating the chemo-hydromechanical behavior. However, due to the environmental issue of OPC producing a significant amount of carbon dioxide emission, calcium sulfoaluminate (CSA) cement can be used as one of the eco-sustainable alternatives. Although recently several studies have examined the strength development of CSA treated sand, no research has been concerned about CSA cement-stabilized sand affected by cyclic freeze and thaw. This study aims to conduct a comprehensive laboratory work to assess the effect of the cyclic freeze-thaw action on strength and durability of CSA cement-treated sand. For this purpose, unconfined compressive strength (UCS) and ultrasonic pulse velocity (UPV) tests were performed on the stabilized soil specimens cured for 7 and 14 days which are subjected to 0, 1, 3, 5, and 7 freeze-thaw cycles. The test results show that the strength and durability index of the samples decrease with the increase of the freeze-thaw cycles. The loss of the strength and durability considerably decreases for all soil samples subjected to the freeze-thaw cycles. Overall, the use of CSA as a stabilizer for sandy soils would be an eco-friendly option to achieve sufficient strength and durability against the freeze-thaw action in cold regions.

• 한국항해항만학회지
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• 제45권6호
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• pp.284-297
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• 2021

본 연구에서는 선박의 운항 데이터를 기반으로 조종성능을 모사할 수 있는 단순 운동학 모델을 제안하였다. 수평면 3자유도 각 방향의 속도 성분을 1차 미분방정식의 해 형태의 단순모델로 두고, 계수에 대한 운항데이터 학습을 수행하였다. 실제 선박의 충분한 운항 데이터의 확보는 어렵거나 제한적이므로, 본 연구에서는 실 운항 데이터 대신 공개된 동역학 모델을 활용하여 임의의 제어입력에 대한 시뮬레이션 결과를 얻고, 이를 운항데이터 학습에 활용하였다. 제어입력인 프로펠러 회전수 및 타각을 임의로 부가하여 동역학 시뮬레이션을 수행하고 각 속도 성분 출력을 얻었다. 충분한 시간 동안 동역학 시뮬레이션의 제어 입력과 속도 출력을 학습하여 각 제어 입력에 대한 운동학 모델 내 계수인 시정수 3개, 수렴속도성분 3개의 분포를 도출하였다. 추가로 임의의 제어 입력에 의한 선회 시뮬레이션 결과들과 비교함으로써 단순 운동학 모델의 성능을 검증하였다. 도출된 시정수들의 분포에는 다소 분산이 있으며, 제어 입력 이외의 관련 변수를 더 추가하여 정확도를 높이는 추후 연구가 필요하다.

• 부동산연구
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• 제28권3호
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• pp.65-77
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• 2018

2010년 이후 분양되는 오피스텔은 관련법령 개정에 따라서 주거공간으로 활용이 되며 교육환경 면에서 소비자들이 선호하는 지역의 주택에 대한 대체재로 역할을 하고 있다. 이에 본 연구는 주택의 가격형성 요인 중 하나인 교육환경이 주거공간으로 할용이 되는 오피스텔의 전월세 가격에 미치는 영향을 분석하였다. 2015, 2016년에 거래된 서울시 소재 오피스텔을 분석대상으로 하고 오피스텔에서 가장 가까운 중 고등학교의 전국단위 학업성취도 평가와 특목 자율고 진학률을 주요 독립변수로 가지는 분석모형을 헤도닉가격모형과 인공신경망기법을 통해 실증 분석하였다. 분석 결과, 교육환경 관련 변수의 값이 증가할수록 전월세 가격에 정의 영향을, 학교와의 거리는 멀어질수록 부의 영향을 미치는 것으로 나타났다. 또한 다른 독립변수 또한 주택 관련 연구와 유사한 결과를 보였다. 이 연구는 오피스텔이 업무용보다는 주거용 부동산 성격으로 변하고 있으며, 이를 주택가격에 내재된 특성 중 하나인 교육환경을 통해 분석하였다는데 의의를 가진다.

• PNF and Movement
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• 제16권3호
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• pp.405-414
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• 2018

Purpose: The purpose of this study was to examine test-retest reliability and criterion-related validity of a trunk stability robot when measuring the weight-bearing symmetry static sitting and standing in stroke patients. Methods: For 27 stroke patients, weight-bearing symmetry was assessed twice, 7 days apart. The intraclass correlation coefficient (ICC2,1) and minimal detectable change (MDC) were used to examine the level of agreement between test and retest. The criterion-related validity of weight -bearing symmetry was demonstrated by Spearman correlation of modified Barthel index (MBI), the sit to stand test (STS), the timed up & go Test (TUG), and the function in sitting test (FIST). Results: the test-retest agreements were excellent for the weight-bearing symmetry of static sitting (ICC2,1: 0.90) and standing (ICC2,1: 0.89). It all showed that the acceptable MDC for the weight-bearing symmetry of static sitting and standing was 0.11 and 0.16, respectively (highest possible score<20 %), indicating that the measures had a small and acceptable degree of measurement error. The weight-bearing symmetry of static sitting was significantly correlated with the TUG(r=-0.45) and FIST(r=0.46)(p<0.05); the weight-bearing symmetry of static standing was also significantly correlated with MBI (r=0.65), TUG (r=-0.67), FIST (r=0.61)(p<0.01), and STS (r=-0.47)(p<0.05). Conclusion: The weight-bearing symmetry of static sitting and standing assessed by the trunk stability robot showed highly sufficient test-retest agreement and mild-to-moderate validity. It could also be useful for clinicians and researchers to evaluate balance performance and monitor functional change in stroke patients.

• Geomechanics and Engineering
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• 제18권5호
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• pp.535-543
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• 2019

Building on/with expansive soils with no treatment brings complications. Compacted expansive soils specifically fall short in satisfying the minimum requirements for transport embankment infrastructures, requiring the adoption of hauled virgin mineral aggregates or a sustainable alternative. Use of hauled aggregates comes at a high carbon and economical cost. On average, every 9m high embankment built with quarried/hauled soils cost $12600MJ.m^{-2}$ Embodied Energy (EE). A prospect of using mixed cutting-arising expansive soils with industrial/domestic wastes can reduce the carbon cost and ease the pressure on landfills. The widespread use of recycled materials has been extensively limited due to concerns over their long-term performance, generally low shear strength and stiffness. In this contribution, hydromechanical properties of a waste tyre sand-sized rubber (a mixture of polybutadiene, polyisoprene, elastomers, and styrene-butadiene) and expansive silt is studied, allowing the short- and long-term behaviour of optimum compacted composites to be better established. The inclusion of tyre shred substantially decreased the swelling potential/pressure and modestly lowered the compression index. Silt-Tyre powder replacement lowered the bulk density, allowing construction of lighter reinforced earth structures. The shear strength and stiffness decreased on addition of tyre powder, yet the contribution of matric suction to the shear strength remained constant for tyre shred contents up to 20%. Reinforced soils adopted a ductile post-peak plastic behaviour with enhanced failure strain, offering the opportunity to build more flexible subgrades as recommended for expansive soils. Residual water content and tyre shred content are directly correlated; tyre-reinforced silt showed a greater capacity of water storage (than natural silts) and hence a sustainable solution to waterlogging and surficial flooding particularly in urban settings. Crushed fine tyre shred mixed with expansive silts/sands at 15 to 20 wt% appear to offer the maximum reduction in swelling-shrinking properties at minimum cracking, strength loss and enhanced compressibility expenses.