• Title/Summary/Keyword: ACCELERATION

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Experimental Modeling of Acceleration and Brake Systems for Autonomous Vehicle (자율주행자동차 가속/제동시스템의 실험적 모델링)

  • Lee, Jong-Eon;Kim, Young Chol
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.65 no.4
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    • pp.642-651
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    • 2016
  • For the acceleration and brake systems of an autonomous vehicle, the dynamic models from acceleration (brake) pedal input to driving(braking) torque at the vehicle wheel are represented by a set of linear transfer functions in this paper. We present an experimental method that can identify these models using a single rectangular pulse response data. Various magnitude of inputs with different running speeds are applied to experimental tests. All the identified models are demonstrated by the measured data. Both acceleration and brake models have been also validated by comparing the velocity of a full vehicle model associated with the proposed models with the measured vehicle velocity.

Human Comfort Criterium for Horizontal Vibration of High-Rise Buildings (초고층 건축물의 수평진동 사용성 평가기준)

  • Cho, Kang-Pyo;Hong, Sung-Il;Jeong, Seung-Hwan;Jo, Su-Yeon
    • 유체기계공업학회:학술대회논문집
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    • 2006.08a
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    • pp.105-108
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    • 2006
  • should be in This paper presents review on human comfort criteria in major codes and standards for tall buildings. In general, human comfort criteria of tall buildings have been used by magnitude of wind-induced acceleration response. Two different indexes in determination of the magnitude have been used: the peak value which occurs during a period of time and the rms value averaged over this same period. These distinctive acceleration indexes are discussed in detail and each criterium was reviewed and compared. The distinctions arisen because of the different wave forms, or acceleration signatures were addressed. It is described that which index of acceleration should be adopted in establishment of Korean human comfort criteria. In addition, some arguments from a technical standpoint that favor the use of each index are presented.

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Design of the Main Nozzle with Different Acceleration Tube and Diameter in an Air-Jet Loom

  • Jeong, Seok-Yoon;Kim, Kyung-Hoon;Choi, Jin-Hwan;Lee, Chan-kyu
    • International Journal of Precision Engineering and Manufacturing
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    • v.6 no.1
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    • pp.23-30
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    • 2005
  • The air-jet loom represents a major step in the development of shutterless weaving due to its ability to weave a wide range of yarns at high speeds. The air-jet weaving involves inserting a pre-measured length of yarn through the wraps, which is shed by means of compressed air. The analysis of air flow characteristic of the main nozzle and acceleration tube is required for improving the loom performance. In this paper, we examined the effects of the main nozzle with different acceleration tubes as well as diameters. Also, we compared the performance of a straight-type tube with a Laval-type tube and the effect of installing a suction hole on the acceleration tube.

Aeroelastic model test of a 610 m-high TV tower with complex shape and structure

  • Ding, Quanshun;Zhu, Ledong
    • Wind and Structures
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    • v.25 no.4
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    • pp.361-379
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    • 2017
  • In view of the importance of the wind-structure interaction for tall and slender structures, an aeroelastic model test of the 610m-high TV tower with a complex and unique structural configuration and appearance carried out successfully. The assembled aeroelastic model of the TV tower with complex shape and structure was designed and made to ensure the similarities of the major natural frequencies and the corresponding mode shapes. The simulation of the atmospheric boundary layer with higher turbulent intensity is presented. Since the displacement and acceleration responses at several measurement sections were directly measured in the wind tunnel test, a multi-mode approach was presented to indirectly estimate the displacement and acceleration responses at arbitrary structural floors based on the measured ones. It can be seen that it is remarkable for the displacement and acceleration responses of the TV tower in the two horizontal directions under wind loads and is small for the dynamic response of the torsional displacement and acceleration.

Damage Evaluation of a Simply Supported Steel Beam Using Measured Acceleration and Strain Data (가속도 및 변형률 계측데이터를 이용한 철골 단순보 손상평가)

  • Park Soo-Yong;Park Hyo-Seon;Lee Hong-Min;Choi Sang-Hyun
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2006.04a
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    • pp.167-174
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    • 2006
  • In this paper, the applicability of strain data to a strain-energy-based damage evaluation methodology in detecting damage in a beam-like structure is demonstrated. For the purpose of this study, one of the premier damage evaluation methodology based on modal amplitudes, the damage index method, is expanded to accomodate strain data, and the numerical and experimental verifications are conducted using numerical and experimental data. To compare the relative performance of damage detection, the damage evaluation using acceleration data is also performed for the same damage scenarios. The experimental strain and acceleration data are extracted from laboratory static and dynamic tests. The numerical and experimental studies show that the strain data as well as acceleration data can be utilized in detecting damage.

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Effect of body acceleration on pulsatile flow of Casson fluid through a mild stenosed artery

  • Nagarani, P.;Sarojamma, G.
    • Korea-Australia Rheology Journal
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    • v.20 no.4
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    • pp.189-196
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    • 2008
  • The pulsatile flow of blood through a stenosed artery under the influence of external periodic body acceleration is studied. The effect of non-Newtonian nature of blood in small blood vessels has been taken into account by modeling blood as a Casson fluid. The non-linear coupled equations governing the flow are solved using perturbation analysis assuming that the Womersley frequency parameter is small which is valid for physiological situations in small blood vessels. The effect of pulsatility, stenosis, body acceleration, yield stress of the fluid and pressure gradient on the yield plane locations, velocity distribution, flow rate, shear stress and frictional resistance are investigated. It is noticed that the effect of yield stress and stenosis is to reduce flow rate and increase flow resistance. The impact of body acceleration is to enhance the flow rate and reduces resistance to flow.

Flow Characteristics of the Main Nozzle with different Acceleration Tube and Diameter in an Air-Jet Loom (에어젯트 직기에서 가속관 직경변화에 따른 주노즐의 유동특성)

  • Jeong, S.Y.;Kim, K.H.
    • Journal of ILASS-Korea
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    • v.8 no.2
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    • pp.16-23
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    • 2003
  • The Air-jet loom represents a major step in the development of shutterless weaving due to its ability to weave a wide range of yarns at high speeds. The Air-jet weaving involvers, inserting a pre-measured length of yam through the wrap, is sheds by meads of compressed air. The analysis of air flow characteristic of the main nozzle and acceleration tube is required for the loom performance. h this paper We examined the effect of the main nozzle with different acceleration tubes as well as diameters. And also, we compared the performance of straight type tube with laval type tube and of according to be suction hole on the acceleration tube, respectively.

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ANN-based Real-Time Damage Detection Algorithm using Output-only Acceleration Signals (가속도를 이용한 인공신경망 기반 실시간 손상검색기법)

  • Kim, Jung-Tae;Park, Jae-Hyung;Do, Han-Sung
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2007.04a
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    • pp.43-48
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    • 2007
  • In this study, an ANN-based damage detection algorithm using acceleration signals is developed for alarming locations of damage in beam-type structures. A new ANN-algorithm using output-only acceleration responses is designed for damage detection in real time. The cross-covariance of two acceleration signals measured at two different locations is selected as the feature representing the structural condition. Neural networks are trained for potential loading patterns and damage scenarios of the target structure for which its actual loadings are unknown. The feasibility and practicality of the proposed method are evaluated from laboratory-model tests on free-free beams for which accelerations were measured before and after several damage cases.

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Analysis of Acceleration Bounds and Mobility for Multiple Robot Systems Based on Null Space Analysis Method (영 공간 분해 방법을 이용한 다중 협동로봇의 모빌리티와 가속도 조작성 해석)

  • Lee Fill-Youb;Jun Bong-Huan;Lee Ji-Hong
    • Journal of Institute of Control, Robotics and Systems
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    • v.12 no.5
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    • pp.497-504
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    • 2006
  • This paper presents a new technique that derives the dynamic acceleration bounds of multiple cooperating robot systems from given individual torque limits of robots. A set of linear algebraic homogeneous equation is derived from the dynamic equations of multiple robots with friction contacts. The mobility of the robot system is analyzed by the decomposition of the null space of the linear algebraic equation. The acceleration bounds of multiple robot systems are obtained from the joint torque constraints of robots by the medium of the decomposed null space. As the joint constraints of the robots are given in the infinite norm sense, the resultant acceleration bounds of the systems are described as polytopes. Several case studies are presented to validate the proposed method in this paper.

Acceleration Effect of Self-Weight Consolidation using PDF Method (PDF 공법을 이용한 자중압밀 촉진효과)

  • Lee, Bum-Jun;Park, Min-Chuk;Lee, Song
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.09a
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    • pp.504-510
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    • 2009
  • Dredging and Reclamation which have been conducted steadily for creation of new coastal area have demerit that takes a long time. Hence, a lot of researches on acceleration of self-weight consolidation is proceeding continuously. In this paper, 30 cases of laboratory self-weight consolidation tests were conducted to understand application of PDF method, one of the self-weight consolidation acceleration methods, to domestic dredged soils. Acceleration effect of self-weight consolidation was confirmed through comparison and analysis on completion time and settlement of self-weight consolidation for none installed case and 4 kinds of common used PBD installed cases.

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