• Title/Summary/Keyword: Rapid Acceleration

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The Developement of Moving Bandpass Filter for Improving Noise Reduction of Automative Intake in Rapid Acceleration Using ANC (능동제어기법을 이용한 자동차의 급가속 흡기소음 저감을 위한 Moving Bandpass Filter의 개발)

  • Jeon Kiwon;Oh Jaeeung;Lee Choonghui;Abu Aminudin;Lee Jungyun
    • Transactions of the Korean Society of Automotive Engineers
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    • v.13 no.4
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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.

A Test Study on the Static/Dynamic Response of PC Structures According to the Connection Method and Damage Degree of PC Concrete Structures for Rapid Application of PC Concrete Construction Around Railway Stations (철도정거장 주변 PC 콘크리트 급속 시공 적용을 위한 PC 콘크리트 구조물 연결 방법 및 손상 정도에 따른 PC 구조물 정적/동적 응답에 대한 실험적 연구)

  • Park, Chang-Jin;Jeong, Han-Jung;Park, Yong-Gul
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.5
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    • pp.53-60
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    • 2020
  • In this study, smart precast-in-place concrete, such as continuity with Precast any technology that can be the Application of Building Structures and railway stations, civil structures. After the same way in the field installation design based on the criteria railways and derived the right section, through the Static and Dynamic Response Analysis. Dynamic sensor and the triaxial acceleration measured by attaching the sensor acceleration response according to the extent of the damage of Precast Panel Structures and mode of Precast Structures, by comparing the data. Data for the stability and improvement of the uncertainty in along a railroad and Future of Precast Panel Structures of time to replace. This is to use this data as basic data on damage prediction.

Implementation of an Earthquake Alarming System Based on Acceleration Monitoring at Coastal LNG Receiving Terminals (해안 천연가스 인수기지에 대한 가속도 계측 기반의 지진경보 시스템 구축)

  • Sun, Chang-Guk;Jung, Byung-Sun;Kim, Joon-Ho;Hong, Seong-Kyeon;Kim, Ki-Seog
    • The Journal of Engineering Geology
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    • v.20 no.3
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    • pp.339-348
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    • 2010
  • As part of preparing for future earthquakes near three LNG receiving terminals located in coastal regions of Korea, acceleration monitoring systems were installed at four free field sites and on a pile foundation beneath a storage tank in a receiving terminal. Several equipments and accessories were devised to successfully install and operate the monitoring system at LNG receiving terminals. Synthetic earthquake-alarming software systems designed for decisionmaking, based on peak ground acceleration computed using the measured data, were developed for rapid response during earthquakes, not only in each local terminal area but also in the central control division. In addition, a framework software linking nationwide data on peak ground accelerations was included in the integrated earthquake alarming system in the central division, for various future applications. The earthquake alarming systems developed in this research for LNG receiving terminals, based on acceleration monitoring, represent a useful framework for industrial facilities located in coastal regions, where geotechnical conditions may show marked spatial variations.

The Digital PI Control for Driving Constant Speed of Brushless DC Motor (브러시리스 직류전동기의 정속도 운전을 위한 디지털 PI제어)

  • Yoon, Shin-Yong;Kim, Hyun-Soo;Kim, Yong;Kim, Il-Nam;Baek, Soo-Hyun
    • The Transactions of the Korean Institute of Electrical Engineers B
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    • v.49 no.6
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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.

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Force Equilibrium-Based Safety Assessment System for Cargo Securing of Car Ferries

  • Kim, Younghun;Choung, Joonmo;Jo, Huisang;Lee, Kyounghoon
    • Journal of Advanced Research in Ocean Engineering
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    • v.2 no.3
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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.

A Study on the Selection of Train Operation Mode Minimizing the Running Energy Consumption (전동열차 운행에너지를 최소화 하는 운전모드 결정)

  • Kim, Yong-Hyun;Kim, Dong-Hwan;Kim, Chi-Tae
    • Transactions of the Korean Society of Automotive Engineers
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    • v.15 no.1
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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.

Experimental validation of smartphones for measuring human-induced loads

  • Chen, Jun;Tan, Huan;Pan, Ziye
    • Smart Structures and Systems
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    • v.18 no.3
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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.

Dynamic characteristics monitoring of a 421-m-tall skyscraper during Typhoon Muifa using smartphone

  • Kang Zhou;Sha Bao;Lun-Hai Zhi;Feng Hu;Kang Xu;Zhen-Ru Shu
    • Structural Engineering and Mechanics
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    • v.87 no.5
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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.

A Study for Minimum Requirements Time of Bicycle Signal Clearance Interval (자전거 신호등의 신호변환시간 산출에 관한 연구)

  • Joo, Doo-Hwan;Yeo, Woon-Woong;Hyun, Cheol-Seung;Park, Boo-Hee;Lee, Choul-Ki;Ha, Dong-Ik
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.9 no.5
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    • pp.59-66
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    • 2010
  • Korea have experienced a very rapid increase in police-reported collisions between bicycle and motor vehicles over the past decade. Even though cycling accidents are increasing, efforts to make urban areas more accomodating to cyclists are seldom formed. Clearance intervals(including both the yellow change and all-red clearance intervals) at signalized intersections that are of inadequate lengths for bicycles may cause accidents. Data on bicycling speed, acceleration and deceleration were tested and analyzed on the flat. Using the results of the analysis and based on the AASHTO's equation of the bicycle clearance interval, a methodology is got for calculation safe clearance intervals for bicycle riders. The clearance interval call for bicycles will be larger or same than for vehicles because of the speed, acceleration and deceleration difference. Adequate bicycle speed, acceleration and deceleration for korean bicycle users is presented in this paper. It is hoped that traffic engineers to provide safe intersection clearance time for bicycles use the results of this paper.

An Experimental Study on the Performance and Characteristics of Emission for an S.I. Engine with Methanol-Reformulated Fuel (메탄올 개질 연료를 이용한 S.I. 엔진의 성능 및 배기 배출물 특성에 관한 연구)

  • Jang, Yeong-Jun;Choe, Seung-Hwan;Ha, Cheol-Ho;Jeon, Chung-Hwan
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.25 no.9
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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.