• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 춘계학술대회논문집
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• pp.964-969
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• 2006

The soundscape is a novel attempt to offer comfortable sound environments at the urban public spaces by adding pleasant sounds and removing unagreeable ones. Most important factors to be considered therein are to determine what kind of sounds to offer and how to adjust them to the changing circumstances. But nowadays, the audio system provided in the almost every urban public spaces is just only a PA system with CD player or radio broadcasting music, the provided sound is only intended by the operator. Furthermore, providing the soundscape which fits to the situation and the atmospheric conditions needs enormous effort and time, it is almost impossible with the existing PA systems which installed in the public spaces nowadays. Thus, the new sounds cape reproduction system was developed on the basis of the prior VAFSS(Virtual Acoustic Field Simulation System) systems, which has the artificial intelligence to read out the mood of the field and select the appropriate soundscape to reproduce. In this new system, various environmental sensors with standard voltage, current or resistance output are available simultaneously, and the monitoring with video and sound became available via the TCP/IP communication protocol. The update and control of this system can be very convenient, so the money, time and the effort of maintaining and providing soundscape on the public spaces can be enormously saved. This new soundscape reproducing system was named as Virtual Acoustic Field Simulation System II (V AFSS II).

• Nuclear Engineering and Technology
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• 제52권11호
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• pp.2471-2478
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• 2020

Pumps are essential machinery in the various industries. With the development of high-speed and large-scale pumps, especially high energy density, high requirements have been imposed on the vibration and noise performance of pumps, and cavitation is an important source of vibration and noise excitation in pumps, so it is necessary to improve pumps cavitation performance. The modern pump optimization design method mainly adopts parameterization and artificial intelligence coupling optimization, which requires direct correlation between geometric parameters and pump performance. The existing cavitation performance calculation method is difficult to be integrated into multi-objective automatic coupling optimization. Therefore, a fast prediction method for pump cavitation performance is urgently needed. This paper proposes a novel cavitation prediction method based on impeller pressure isosurface at single-phase media. When the cavitation occurs, the area of pressure isosurface S_iso increases linearly with the NPSH_a decrease. This demonstrates that with the development of cavitation, the variation law of the head with the NPSH_a and the variation law of the head with the area of pressure isosurface are consistent. Therefore, the area of pressure isosurface S_iso can be used to predict cavitation performance. For a certain impeller blade, since the area ratio R_s is proportional to the area of pressure isosurface S_iso, the cavitation performance can be predicted by the R_s. In this paper, a new cavitation performance prediction method is proposed, and the feasibility of this method is demonstrated in combination with experiments, which will greatly accelerate the pump hydraulic optimization design.

• 한국구조물진단유지관리공학회 논문집
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• 제17권5호
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• pp.13-20
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• 2013

구조물의 지진응답을 저감시키기 위하여 추가적인 감쇠기나 진동제어장치가 일반적으로 사용된다. 이때, 추가적인 감쇠장치의 제어성능은 대상구조물 특성의 변화 없이 검토된다. 본 연구에서는 구조물과 스마트 제어장치의 다목적 통합최적화를 수행하였고 스마트 최상층 면진시스템이 설치된 구조물의 구조물량 저감의 가능성을 분석하였다. 이를 위하여 20층 예제구조물이 사용되었으며 MR 감쇠기와 저감쇠 탄성베어링을 사용하여 스마트 면진시스템을 구성하였다. 중약진지역의 설계스펙트럼을 바탕으로 생성된 인공지진하중을 사용하여 구조해석을 수행하였다. 수치해석결과, 스마트 최상층 면진시스템이 중약진지역에 있는 구조물의 응답과 면진층 변위를 동시에 효과적으로 줄일 수 있는 것을 확인하였다. 본 연구에서 제안된 통합최적설계기법으로 구조물량 및 감쇠기 용량을 적절하게 줄이면서도 우수한 제어성능을 발휘하는 다양한 설계 대안을 제공할 수 있었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계학술대회논문집
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• pp.723-726
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• 2005

The two major obstacles in the application of IPMC to flapping actuators operated in the air are solvent loss and actuation force. In this paper, solvent loss of various IPMCs made of Nafion$^{TM}$117(183$\mu$m thickness) has been experimentally investigated to find out the best combination of cation and solvent for minimal solvent loss in IPMCs and higher actuation force. For this purpose. experiments for the internal solvent loss measurement of IMPCs have been conducted for various combinations of cation and solvent. From the experiments, it was found that heavy water showed improvement in the operating time up to more than two minutes. in the tip force measurement of IPMCs, it was found that smaller and thicker IPMCs produced larger tip forces. However, the shorter IPMCs generated reduced actuation displacements and created flapping motion with decreased natural frequency. For the design of flapping device actuated by 5mm wide, 10mm long, 0.2mm thick IPMCs were used in the stacked form. Since the actuation force is a few gram-force, we stacked five IPMCs to improve actuation force. To amply the actuation force, rack-and-pin ion type hinge was used for the flapping device and insect (Cicadidae) wing was attached to the stacked IPMC actuator. In the flapping test, the device could generate flapping angle of 15$^{\circ}$ at 6Hz excitation by 2.5 voltage square wave input.

• Earthquakes and Structures
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• 제25권4호
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• pp.249-267
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• 2023

Various methods for determining the damping ratio have been proposed by scholars both domestically and abroad. However, no comparative analysis of different determination methods has been seen yet. In this study, typical sand (Fujian standard sand) and cohesive soils were selected as experimental objects, and undrained strain-controlled dynamic triaxial tests were conducted. The differences between existing damping ratio determination methods were theoretically compared and analyzed. The results showed that the hysteresis curve of cohesive soils had better symmetry and more closely conformed to the definition of equivalent linear viscoelasticity. For non-cohesive soils, the differences in damping ratio determined by six methods were significant. The differences decreased with increasing confining pressure and relative density, but increased gradually with increasing shear strain, especially at high shear strains, where the maximum relative error reached 200%. For cohesive soils, the differences in damping ratio determined by six methods were relatively small, with a maximum relative error of about 50%. Moreover, they were less affected by effective confining pressure and had the same changing trend under different effective confining pressures. The damping ratio determination method has a large effect on the seismic response of soils distributed by non-cohesive soils, with a maximum relative error of about 15% for the PGA and up to about 30% for the Sa. However, for soil layers distributed by cohesive soils, the damping ratio determination method has less influence on the seismic response. Therefore, it is necessary to adopt a unified damping ratio determination method for non-cohesive soils, which can effectively avoid artificial errors caused by different determination methods.

• 한국구조물진단유지관리공학회 논문집
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• 제11권1호
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• pp.103-112
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• 2007

구조 재료와 시공기술의 발달로 구조물은 높고 길게 설계할 수 있게 되었으나, 그에 따른 진동문제와 사용성에 관한 문제가 발생하였고, 구조물의 과다한 변위는 구조물에 심각한 손상을 발생시켰다. 이러한 구조물의 진동 문제를 해결하기 위하여 본 논문에서는 구조물의 상태벡터와 제어력만으로 구성된 훈련패턴을 기본으로 하여 인공신경망이론과 확률신경망이론을 사용하여 구조물의 진동을 능동제어하는 방법을 제안하였다. 구조물의 제어를 위해 LQR 제어알고리즘을 이용하여 구조물의 상태벡터와 제어력을 구한 후, 상태벡터를 입력으로 제어력을 출력으로 하는 인공신경망과 확률신경망의 훈련패턴을 구성하였다. 제안된 방법을 사용하여 Northridge 지진하중을 받는 3층 빌딩구조물을 제어하였고, 제안된 인공신경망과 확률신경망의 제어 결과를 비교하였다.

• 대한후두음성언어의학회지
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• 제14권1호
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• pp.16-25
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• 2003

후두암은 유병율이 높지만 조기에 발견하면 90% 이상의 치유율과 발성기능의 보존이 가능하며 현재 음성분석을 이용한 진단법이 시도되고 있으나 정립된 선별검사법은 없는 실정이다. 성문전도검사(electroglottography, EGG)는 성대의 진동양상을 알 수 있는 비침습적 검사로서 발성과 음성합성의 연구에 많이 사용되고 있다. 본 연구는 EGG에서 관찰되는 파라미터들을 다층 퍼셉트론(multilayer perceptron)구조의 신경회로망(artificial neural network)으로 감별하는 기법을 이용하여 후두암 감별법에 대한 연구로서 부산대학교병원을 내원한 후두암 환자 10명과 양성후두질환 26명을 대상으로 새로 고안한 Electroglottograph(v1.0)를 이용하여 검사하고 이의 임상적 유용성을 평가하였다. EGG 파라미터인 closed quotient(CQ), speed quotient(SQ), speed index(SI), fundamental frequency(F0), Jitter, Shimmer 등은 MATLAB 6.5 (Mathwork, Inc.)로 작성한 분석 프로그램을 이용하여 추출하였다. 각 환자에서 추출된 EGG 파라미터들을 다층 퍼셉트론 구조의 신경회로망으로 감별하였다. CQ는 각 질환군 간에 유의한 차이가 없었지만 SQ, SI, Jitter, Shimmer 등은 성대질환의 특성에 따라 유의한 차이를 보였다. 신경회로망에서 감별한 결과 CQ를 제외한 SQ, SI, Jitter, Shimmer 등에서 71.3-90%의 후두암의 감별율을 보였다. 또한 SQ, SI, Jitter, Shimmer를 3개씩 조합한 실험에서는 SQ-Jitter-Shimmer와 SQ-SI-Shimmer의 후두암의 감별율이 93%로 가장 높았고, SQ-SI-Jitter 90.9%, SI-Jitter-Shimmer 88.6%로 전체적으로 85% 이상의 높은 감별율을 나타내었다. 이러한 결과는 EGG검사와 신경회로망을 이용한 양성과 악성 후두질환의 감별이 가능함을 시사한다. 향후 성대 질환의 병태생리를 대변할 수 있는 파라미터가 추가로 개발되고 분류 알고리듬이 개선된다면 EGG를 이용한 성대질환의 감별 진단이 보다 정확해질 것으로 사료되었다.

• 한국지진공학회논문집
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• 제15권2호
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• pp.23-33
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• 2011

본 연구에서는 중요 통신장비의 지진발생시 파손 및 성능저하를 방지하기 위하여 구조물로 전달되는 가속도를 조절할 수 있는 CFPBS(Cone-type Friction Pendulum Bearing System:원추형 마찰진자베어링)를 개발하고 내진성능을 검증하였다. CFPBS는 기존의 FPS(Friction Pendulum System)와 다르게 원추형으로 제작되었으며 보다 큰 마찰력을 얻기 위하여 마찰면에 패턴을 음각하였다. CFPBS의 고유성능을 파악하기 위하여 4개의 CFPBS가 하나의 개체를 이루도록 제작된 지진격리장치를 이용하여 자유진동시험을 수행하였다. 운동방정식으로부터 유도된 CFPBS의 이론식과 Newmark-${\beta}$ Method를 이용하여 내진성능을 검증하기위한 MATLAB7.0 기반의 동적 수치해석프로그램을 제작하였으며 CFPBS의 제작 시 원하는 성능을 발휘할 수 있도록 간략화된 CFPBS의 설계식을 제안하였다. 수치해석을 통한 CFPBS의 내진성능평가를 위하여 건축구조설계기준(KBC-2005)의 최대지진규모에 해당하는 인공지진파를 생성하고 검증하였다. El Centro NS(1940)와 Kobe NS(1995), 인공지진파 등을 사용하여 CFPBS의 상부질량과 경사각을 매개변수로 하는 수치해석을 수행하였다. 수치해석의 결과를 토대로 CFPBS의 내진성능을 평가하였으며 수치해석의 결과와 설계식을 이용하여 동일한 조건에서 얻어진 결과를 비교분석하였다.

• Geomechanics and Engineering
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• 제35권2호
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• pp.121-133
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• 2023

The demand for cement and limestone crushed materials has increased many folds due to the tremendous increase in construction activities in Pakistan during the past few decades. The number of cement production industries has increased correspondingly, and so the rock-blasting operations at the limestone quarry sites. However, the safety procedures warranted at these sites for the blast-induced ground vibrations (BIGV) have not been adequately developed and/or implemented. Proper prediction and monitoring of BIGV are necessary to ensure the safety of structures in the vicinity of these quarry sites. In this paper, an attempt has been made to predict BIGV using artificial neural network (ANN) at three selected limestone quarries of Pakistan. The ANN has been developed in Python using Keras with sequential model and dense layers. The hyper parameters and neurons in each of the activation layers has been optimized using randomized and grid search method. The input parameters for the model include distance, a maximum charge per delay (MCPD), depth of hole, burden, spacing, and number of blast holes, whereas, peak particle velocity (PPV) is taken as the only output parameter. A total of 110 blast vibrations datasets were recorded from three different limestone quarries. The dataset has been divided into 85% for neural network training, and 15% for testing of the network. A five-layer ANN is trained with Rectified Linear Unit (ReLU) activation function, Adam optimization algorithm with a learning rate of 0.001, and batch size of 32 with the topology of 6-32-32-256-1. The blast datasets were utilized to compare the performance of ANN, multivariate regression analysis (MVRA), and empirical predictors. The performance was evaluated using the coefficient of determination (R²), mean absolute error (MAE), mean squared error (MSE), mean absolute percentage error (MAPE), and root mean squared error (RMSE)for predicted and measured PPV. To determine the relative influence of each parameter on the PPV, sensitivity analyses were performed for all input parameters. The analyses reveal that ANN performs superior than MVRA and other empirical predictors, andthat83% PPV is affected by distance and MCPD while hole depth, number of blast holes, burden and spacing contribute for the remaining 17%. This research provides valuable insights into improving safety measures and ensuring the structural integrity of buildings near limestone quarry sites.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.14-21
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• 2011

Reliability means that a product maintains its initial quality and performance at certain period of time(time, distance, cycle etc) under given condition without failure. Given conditions include both environmental condition and operating condition. Environmental condition means common natural environment such as temperature, humidity, vibration, and working condition means artificial environment such as voltage, current load, install place, hours of use, which occurs during using the product. In the field of railway vehicles, although components of railway vehicles with reliability are the trend of mandatory as persisting period of railway vehicles is extended, using components of railway vehicles is insufficient for the practical reliability assessment. but the meaning of the first railway operating agnecy to acquire the parts in the field, the data suggest the reliability of products if you can and can show the reliability of modular units and modular units can provide the reliability of if you can present reliability of the entire system is thought to be here. In this study, lifespan of micro-switch for master controller is analyzed and prediction is performed based on its field data considering the special circumstances of railway vehicles operating agency, such as a large number of trains operates on the same line.