• Structural Engineering and Mechanics
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• 제52권3호
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• pp.485-505
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• 2014

This study aimed to develop an approach to accurately predict the wind models and wind effects of large wind turbines. The wind-induced vibration characteristics of a 5 MW tower-blade coupled wind turbine system have been investigated in this paper. First, the blade-tower integration model was established, which included blades, nacelle, tower and the base of the wind turbine system. The harmonic superposition method and modified blade element momentum theory were then applied to simulate the fluctuating wind field for the rotor blades and tower. Finally, wind-induced responses and equivalent static wind loads (ESWL) of the system were studied based on the modified consistent coupling method, which took into account coupling effects of resonant modes, cross terms of resonant and background responses. Furthermore, useful suggestions were proposed to instruct the wind resistance design of large wind turbines. Based on obtained results, it is shown from the obtained results that wind-induced responses and ESWL were characterized with complicated modal responses, multi-mode coupling effects, and multiple equivalent objectives. Compared with the background component, the resonant component made more contribution to wind-induced responses and equivalent static wind loads at the middle-upper part of the tower and blades, and cross terms between background and resonant components affected the total fluctuation responses, while the background responses were similar with the resonant responses at the bottom of tower.

• Wind and Structures
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• 제17권1호
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• pp.43-68
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• 2013

The fluctuating wind induced vibration is one of the most important factors which has been taken into account in the design of long-span bridge due to the low stiffness and low natural frequency. Field measurement characteristics of sustained wind on structure site can provide accurate wind load parameters for wind field simulation and structural wind resistance design. As a suspension bridge with 1490 m main span, the Runyang Suspension Bridge (RSB) has high sensitivity to fluctuating wind. The simultaneous and continuously wind environment field measurement both in mid-span and on tower top is executed from 2005 up to now by the structural health monitoring system installed on this bridge. Based on the recorded data, the wind characteristic parameters, including mean wind speed, wind direction, the turbulence intensity, the gust factors, the turbulence integral length, power spectrum and spatial correlation, are analyzed in detail and the coherence functions of those parameters are evaluated using statistical method in this paper. The results indicate that, the turbulence component of sustain wind is larger than extremely strong winds although its mean wind speed is smaller; the correlation between turbulence parameters is obvious; the power spectrum is special and not accord with the Simiu spectrum and von Karman spectrum. Results obtained in this study can be used to evaluate the long term reliability of the Runyang Suspension Bridge and provide reference values for wind resistant design of other structures in this region.

• 전자공학회논문지CI
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• 제47권5호
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• pp.35-40
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• 2010

NAND 플래시 메모리는 기존의 HDD 보다 빠른 접근 속도, 저전력 소비, 진동에 대한 내성 등의 이점을 바탕으로 PDA를 비롯한 여러 모바일 장치부터, 임베디드 시스템, PC에 이르기까지 사용 영역이 넓어지고 있다. DiskSim을 비롯한 HDD 시뮬레이터들이 다양하게 개발되어 왔으며, 이를 바탕으로 소프트웨어 또는 하드웨어에 대한 개선점을 찾아냄으로써 유용하게 사용되었다. 하지만 NAND 플래시 메모리나, SSD에 대해서는 리눅스 기반의 몇 개의 시뮬레이터만이 개발되었으며, 실제 스토리지 장치나 PC등이 사용되는 운영체제가 윈도우즈인 것을 고려하면 윈도우즈 기반의 NAND Flash 시뮬레이터가 꼭 필요하다고 볼 수 있다. 본 논문에서 개발한 NAND Flash FTL 성능 분석을 위한 시뮬레이터인 NFSim은 윈도우즈 운영체제에서 구동되는 시뮬레이터로, NAND 플래시 메모리 모델 및 FTL 알고리즘들은 각각 윈도우즈 드라이버 모델 및 클래스로 제작되어 확장성이 용이하고, 각 알고리즘의 성능을 측정한 데이터는 그래프를 통해 표시되므로, 별도의 툴을 사용할 필요가 없다.

• 공업화학
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• 제19권3호
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• pp.345-350
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• 2008

고분자함침콘크리트(PIC)는 물리화학적 물성뿐만 아니라 기계적 강도가 우수한 재료로서 성형된 일반 콘크리트를 변조하여 제조한다. PIC 제조공정은 성형된 공시체의 건조, 단량체의 함침, 중합공정으로 구성된다. PIC 제조공정 중 고분자 중합공정은 지금까지 주로 열 및 수중중합방법을 사용하여 콘크리트 내부의 온도구배가 크고 라디칼 생성이 억제되어 불균일한 중합을 초래하였다. 본 연구에서는 마이크로파를 이용한 중합 반응기를 제작하여 스티렌/메틸메타아크릴레이트(MMA) 1 : 1의 혼합물을 단량체로 사용한 PIC 제조의 중합공정에 사용하였다. 그 결과 열중합보다 매우 균일한 PIC를 제조할 수 있었으며, 30% 이상 중합도가 증가하였고, 공시체보다 기계적 압축강도는 600% ($800{\sim}1200kg_f/cm^2$)까지 증가하였으며, 내산성은 20% 이상 증가하였다. 또한 개시제는 1% 이하로 사용할 수 있었고 중합의 최적 조건은 400 W, 2450 MHz의 radiation 조사로 최적 온도는 $120^{\circ}C$였다.

• Advances in concrete construction
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• 제7권2호
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• pp.87-96
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• 2019

Self-compacting concretes (SCC) are highly fluid concrete which can flow without any vibration. Their composition requires a large quantity of fines to limit the risk of bleeding and segregation. The use of crushed sand rich in limestone fines could be an adequate solution for both economic and environmental reasons. This paper investigates the influence of quarry limestone fines from manufactured crushed sand on rheological, mechanical and durability properties of SCC. For this purpose, five mixtures of SCC with different limestone fines content as substitution of crushed sand (0, 5, 10, 15 and 20%) were prepared at constant water-to-cement ratio of 0.40 and $490kg/m^3$ of cement content. Fresh SCC mixtures were tested by slump flow test, V-funnel flow time test, L-box height ratio, segregation resistance and rheological test using a rheometer. Compressive and flexural strengths of SCC mixtures were evaluated at 28 days. Regarding durability properties, total porosity, capillary water absorption and chloride-ion migration were studied at 180 days. For the two test modes in fresh state, the results indicated compatibility between slump flow/yield stress (${\tau}_0$) and V-funnel flow time/plastic viscosity (${\mu}$). Increasing the substitution level of limestone fines in SCC mixtures, contributes to the decrease of the slump flow and the yield stress. All SCC mixtures investigated achieved adequate filling, adequate passing ability and exhibit no segregation. Moreover, the inclusion of limestone fines as crushed sand substitution reduces the capillary water absorption, chloride-ion migration and consequently enhances the durability performance.

• 한국기계가공학회지
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• 제18권4호
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• pp.100-108
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• 2019

In this paper, a new stacked element pressure sensor has proposed for heartbeat and respiration measurement. This device can be directly attached to an individual's chest; heartbeat and respiration are detected by the pulsatile vibration and deformation of the chest. A key feature of the device is the simultaneous measurement of heart rate and respiration. The structure of the sensor consists of two stacked elements, in which one element includes one polyvinylidene fluoride (PVDF) thin film bonded on polydimethylsiloxane (PDMS) substrate. In addition, for the measurement and signal processing, the electric circuit and the filter are simply constructed with an OP-amp, resistance, and a capacitor. One element (element1, PDMS) maximizes the respiration signal; the other (element2, PVDF) is used to measure heartbeat. Element1 and element2 had sensitivity of 0.163V/N and 0.209V/N, respectively, and element2 showed improved characteristics compared with element1 in response to force. Thus, element1 and element2 were optimized for measuring respiration heart rate, respectively. Through mechanical and vivo human tests, this sensor shows the great potential to optimize the signals of heartbeat and respiration compared with commercial devices. Moreover, the proposed sensor is flexible, light weight, and low cost. All of these characteristics illustrate an effective piezoelectric pressure sensor for heartbeat and respiration measurements.

• 대한토목학회논문집
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• 제41권1호
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• pp.39-48
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• 2021

본 논문에서는 정적 수직하중을 받는 barrette 말뚝의 고유진동수를 산정할 수 있는 해석모델을 제안하였다. 비균질 지반에 설치된 직사각형 마찰말뚝의 자유진동을 지배하는 미분방정식을 유도하였다. 이 지배방정식을 Runge-Kutta 법을 이용하여 수치적분하였고, 미분방정식의 고유치인 고유진동수는 Regula-Falsi 법을 이용하여 산정하였다. 말뚝의 고유진동수는 유한요소해석의 결과와 잘 일치하였다. 말뚝의 고유진동수를 증가시키는 말뚝변수는 단면형상비, 마찰저항비, 지반강성비이고, 감소시키는 말뚝변수는 마찰형상비, 세장비, 압축계수이다.

• 자동차안전학회지
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• 제14권2호
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• pp.57-69
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• 2022

Recently, as interest in self-driving cars has increased worldwide, research and development on the Advanced Driver Assist System is actively underway. Among them, the purpose of Adaptive Cruise Control (ACC) is to minimize the driver's driving fatigue through the control of the vehicle's longitudinal speed and relative distance. In this study, for the research of the ACC test in the real environment, the real-road test was conducted based on domestic-road test scenario proposed in preceding study, considering ISO 15622 test method. In this case, the distance measurement method using the dual camera was verified by comparing and analyzing the result of using the dual camera and the result of using the measurement equipment. As a result of the comparison, two results could be derived. First, the relative distance after stabilizing the ACC was compared. As a result of the comparison, it was found that the minimum error rate was 0.251% in the first test of scenario 8 and the maximum error rate was 4.202% in the third test of scenario 9. Second, the result of the same time was compared. As a result of the comparison, it was found that the minimum error rate was 0.000% in the second test of scenario 10 and the maximum error rate was 9.945% in the second test of scenario 1. However, the average error rate for all scenarios was within 3%. It was determined that the representative cause of the maximum error occurred in the dual camera installed in the test vehicle. There were problems such as shaking caused by road surface vibration and air resistance during driving, changes in ambient brightness, and the process of focusing the video. Accordingly, it was determined that the result of calculating the distance to the preceding vehicle in the image where the problem occurred was incorrect. In the development stage of ADAS such as ACC, it is judged that only dual cameras can reduce the cost burden according to the above derivation of test results.

• Korean Chemical Engineering Research
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• 제61권1호
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• pp.39-44
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• 2023

본 연구에서는 습식 분극을 통하여 Si 다결정의 입자 크기를 조절을 하였으며, 입자 크기에 따른 Si 음극활물질의 용량 및 수명 특성 변화를 관찰하였다. 진동밀로 분쇄한 Si 입자를 습식법으로 분급한 시료의 입도를 분석한 결과 Si의 불균일한 입자 분포가 균일하게 조절이 되었다. Si를 24시간 분급한 시료의 d₅₀이 0.50 ㎛로 감소하였다. 전기화학적 특성 분석 결과, 입자 크기의 감소로 인하여 전극 내의 저항을 나타내는 R_ct 값이 현저하게 줄어들었다.분급하지 않은 Si 시료는 첫 사이클에서 2,869 mAh/g의 방전용량을 나타내었고, 100 사이클 후에는 85.7 mAh/g으로 방전용량이 감소하였다. Si를 24시간 분급한 시료의 경우에 초기에는 3,394 mAh/g의 용량을 보였으며, 100사이클 후에는 1,726 mAh/g의 용량을 유지하였다. 결과적으로 Si 입자의 크기가 감소할수록 방전용량이 증가하였으며, 사이클 수명도 증가하였다.

• Structural Engineering and Mechanics
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• 제91권1호
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• pp.75-86
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• 2024

In this paper, the porous metal PM-35 is proposed as the filler material of filled thin-walled tubes (FTTs), and a series of experimental study is conducted to investigate the dynamic behavior and energy absorption performance of PM-35 filled thin-walled tubes under impact loading. Firstly, cylinder solid specimens of PM-35 steel are tested to investigate the impact mechanical behavior by using the Split Hopkinson pressure bar set (SHP); Secondly, the filled thin-walled tube specimens with different geometric parameters are designed and tested to investigate the feasibility of PM-35 steel applied in FTTs by the orthogonal test. According to the results of this research, it is concluded that PM-35 steel is with the excellent characteristics of high energy absorption capacity and low yield strength, which make it a potential filler material for FTTs. The micron-sizes pore structure of PM-35 is the main reason for the macroscopic mechanical behavior of PM-35 steel under impact loading, which makes the material to exhibit greater deformation when subjected to external forces and obviously improve the toughness of the material. In addition, PM-35 steel core-filled thin-wall tube has excellent energy absorption ability under high-speed impact, which shows great application potential in the anti-collision structure facilities of high-speed railway and maglev train. The parameter V0 is most sensitive to the energy absorption of FTT specimens under impact loading, and the sensitivity order of different variations to the energy absorption is loading speed V0>D/t>D/L. The loading efficiency of the FTT is affected by its different geometry, which is mainly determined by the sleeve material and the filling material, which are not sensitive to changes in loading speed V0, D/t and D/L parameters.