• 한국자동차공학회논문집
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• 제13권4호
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• pp.152-159
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• 2005

The method of induction noise reduction can be classified by using passive control or active control method. However, the passive control method has a demerit to reduce the effect of noise reduction to low frequency (below) 500Hz) range and to be limited in a space of the engine room. Whereas, the active control method can overcome the demerit of passive control method. The algorithm of active control is mostly used in LMS (Least-Mean-Square) algorithm because it can obtain the complex transfer function easily in real-time. Especially, Filtered-X LMS (FXLMS) algorithm is applied to an ANC system. However, the convergence performance of LMS algorithm could not match if the FXLMS algorithm is applied to an active control of the induction noise under rapidly accelerated driving conditions. So, in order to solve the problem in this study, the Moving Bandpass Filter(MBPF) was proposed and implemented. The ANC using MBPF for the reduction of the induction noise shows that more noise reduction as 4dB than without MBPF.

• 한국구조물진단유지관리공학회 논문집
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• 제24권5호
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• pp.53-60
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• 2020

본 연구에서는 현장 타설 콘크리트 공법과 같이 연속성을 가질 수 있는 스마트 프리캐스트 일체화 기술을 철도 정거장 토목/건축 구조물 적용성에 구조물의 실제 현장에서 이루어지는 방법과 동일하게 설치 후 철도 기준에 준하는 설계 후 정적/동적 거동 해석을 통해서 최적단면을 도출하며, 기존 동적 센서와 3축 가속도측정 센서를 부착하여 프리캐스트 구조물의 손상 정도에 따른 mode 해석을 비교하여, 프리캐스트 구조물의 안정성에 대한 데이터와 철도 연변에서의 불확실성에 대한 개선과 향후 프리캐스트 구조물의 교체 시기, 손상 위치 등에 대한 기초자료로 활용하기 위함이다.

• 지질공학
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• 제20권3호
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• pp.339-348
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• 2010

국내 해안 지역에 위치한 3곳의 천연가스 인수기지의 향후 발생 지진에 대한 대책 수립의 일환으로 기지 영역 내 자유장 부지들 4개소와 저장 탱크 지지 기초 말뚝 1개에 대한 지진 가속도 계측 시스템을 구축하였다. 천연가스 인수기지에서의 계측 시스템의 성공적 설치와 운영을 위하여 특별히 몇 가지 부가 장치들이 고안 적용되었다. 계측된 자료로부터 산출되는 최대지반가속도 기반 의사 결정이 가능한 종합적 지진경보 소프트웨어 시스템을 개별 기지 영역 뿐만 아니라 중앙관리 부서에서의 지진 신속 대응 목적으로 개발하였다. 또한, 전국 최대지반가속도 자료 연계 프레임을 중앙 통합 지진경보 시스템 내에 탑재하여 다양한 향후 확대 활용이 가능토록 구현하였다. 이 연구에서 개발한 천연가스 인수기지에 대한 가속도 계측 기반의 지진경보 시스템은 지반 조건 변화가 심할 수 있는 해안 지역의 시설 영역에 대한 프레임으로 매우 유용하게 이용될 수 있을 것이다.

• 대한전기학회논문지:전기기기및에너지변환시스템부문B
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• 제49권6호
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• pp.395-402
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• 2000

This paper presents the improvement for speed characteristics of a Brushless DC Motor (BLDCM), it was applied to digital PI control for this. The practical PID control has been widely used to velocity control of DC motors. In this paper, a digital PI controller is used in order to decrease the speed error in constant velocity control of BLDCM. A TMS320C31 DSP is used for the microprocessor of digital PI control. The method using the DSP carry out the real-time control. The DSP has the rapid calculation ability and sampling time used lms. Driving BLDCM used 50W, motor input DC 150V and rotation speed 3000rpm. When BLDCM is to approval for discretion velocity at the acceleration and deceleration driving with any load, it was a feasible for stabilization control. Therefore, the experimental results indicate the superiority and validity of the velocity control by digital PI control.

• Journal of Advanced Research in Ocean Engineering
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• 제2권3호
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• pp.112-128
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• 2016

Capsize and sinking of a coastal car ferry has occurred in a Korean offshore area and has caused hundreds of human casualties. The rapid turn and improper cargo loading are inferred as the main reasons of the accident. It has motivated to develop a new system of cargo securing with improved safety of Korean coastal ferries. This paper provides a new approach regarding cargo securing safety assessment which is purely based on force equilibrium conditions, because IMO CSS is suitable for the ocean-going vessels. The mathematical formulations are presented for the new approach. This paper also introduces a newly developed safety assessment system based on the new approach. Most outstanding features are that it can utilize acceleration data produced from hydrodynamic motion analyses or assumed maximum extents of ship motion components and that securing safety assessment is simultaneously possible for unlimited number of cargoes with finite number of lashings.

• 한국자동차공학회논문집
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• 제15권1호
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• pp.38-48
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• 2007

this paper analyses how much acceleration and deceleration of urban rail vehicle should be applied and how to choose an operation mode to minimize energy consumption when train runs between stations within the fixed operation time. The decided operation pattern satisfying the minimum energy consumption becomes a target trajectory and a basis for the controller design criteria. To make this goal it grasps the characteristics of urban rail vehicle, realize operation energy model of urban rail vehicle and verity the accuracy of embodied model the Matlab simulation with the same operation result of real route. It searches for operation pattern to minimize operation energy by changing the acceleration and deceleration on the imaginative route and proposes operation pattern minimizing energy consumption by applying real operation data between stations of Seoul Metropolitan Subway Line 6.

• Smart Structures and Systems
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• 제18권3호
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• pp.625-642
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• 2016

The rapid technology developments in smartphones have created a significant opportunity for their use in structural live load measurements. This paper presents extensive experiments conducted in two stages to investigate this opportunity. Shaking table tests were carried out in the first stage using selected popular smartphones to measure the sinusoidal waves of various frequencies, the sinusoidal sweeping, and earthquake waves. Comparison between smartphone measurements and real inputs showed that the smartphones used in this study gave reliable measurements for harmonic waves in both time and frequency domains. For complex waves, smartphone measurements should be used with caution. In the second stage, three-dimensional motion capture technology was employed to explore the capacity of smartphones for measuring the movement of individuals in walking, bouncing and jumping activities. In these tests, reflective markers were attached to the test subject. The markers' trajectories were recorded by the motion capture system and were taken as references. The smartphone measurements agreed well with the references when the phone was properly fixed. Encouraged by these experimental validation results, smartphones were attached to moving participants of this study. The phones measured the acceleration near the center-of-mass of his or her body. The human-induced loads were then reconstructed by the acceleration measurements in conjunction with a biomechanical model. Satisfactory agreement between the reconstructed forces and that measured by a force plate was observed in several instances, clearly demonstrating the capability of smartphones to accurately assist in obtaining human-induced load measurements.

• Structural Engineering and Mechanics
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• 제87권5호
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• pp.451-460
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• 2023

Recently, the use of smartphones for structural health monitoring in civil engineering has drawn increasing attention due to their rapid development and popularization. In this study, the structural responses and dynamic characteristics of a 421-m-tall skyscraper during the landfall of Typhoon Muifa are monitored using an iPhone 13. The measured building acceleration responses are first corrected by the resampling technique since the sampling rate of smartphone-based measurement is unstable. Then, based on the corrected building acceleration, the wind-induced responses (i.e., along-wind and across-wind responses) are investigated and the serviceability performance of the skyscraper is assessed. Next, the amplitude-dependency and time-varying structural dynamic characteristics of the monitored supertall building during Typhoon Muifa are investigated by employing the random decrement technique and Bayesian spectral density approach. Moreover, the estimated results during Muifa are further compared with those of previous studies on the monitored building to discuss its long-term time-varying structural dynamic characteristics. The paper aims to demonstrate the applicability and effectiveness of smartphones for structural health monitoring of high-rise buildings.

• 한국ITS학회 논문지
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• 제9권5호
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• pp.59-66
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• 2010

최근 서울시를 비롯한 대도시를 중심으로 자전거 전용도로가 설치되면서 자전거 이용자가 급증하는 실정이며, 이에 따라 보행자와 자전거, 자동차와 자전거간의 상충이 빈번한 실정이다. 이를 해결하기 위해서 자동차/자전거/보행자를 시 공간적으로 분리해주는 자전거 전용신호이 도입되었다. 그러나 자전거의 경우, 자동차와 속도 등의 특성이 상이하므로 자전거 이용자를 위한 별도의 신호변환시간이 필요하다. 본 논문에서는 AASHTO에서 제시한 자전거 신호등의 신호변환시간 산출공식을 이용하여 자전거의 평균속도 및 감속도 등을 현장실험을 통해 별도로 도출하여 우리나라 실정에 맞는 자전거 신호등의 신호변환시간을 제시하였다. 결과적으로, AASHTO에서 제시한 감속도값 2.0m/sec2이상의 값은 자전거 이용자의 급정지에 해당하는 값에 해당하므로 도로여건 등을 고려하여 가급적 적용하지 않는 편이 타당한 것으로 분석되었다.

• 대한기계학회논문집B
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• 제25권9호
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• pp.1193-1200
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• 2001

There are many regulation test methods to be related with engine emissions such as CVS-75, D-13, ECE-15 modes and so on. Most of these modes are consisted of lots of transient conditions that have rapid acceleration, deceleration and cranking modes. In this experimental research, the engine characteristics of cranking, accelerating and power output in a S.I. engine were studied to compare with neat gasoline and alternative fuels of M30 (methanol 30%, aromatic series 32%, non-aromatic 38%) and M50 (methanol 50%, aromatic 30%, non-aromatic 20%) for performance and exhaust emissions. The results show that reformulated methanol fuels are better emissions reduction of 15.7% over than that of neat gasoline fuel especially in HC and CO emissions at cranking mode. And the accelerating performances coincide with the results of distillation curve. CO concentration for M50 fuel is varied in a just little for the condition of slow acceleration. At wide-open throttle condition, brake specific energy consumption of reformulated fuels is increased and thermal efficiency is some what lower than that of gasoline fuel.