• 제목/요약/키워드: Proving Ground

검색결과 108건 처리시간 0.026초

Study on Internal Service Quality, Job Satisfaction and Customer Satisfaction in Airline Industry

  • Kim, Seung-Lee;Cho, Young-Shin
    • 한국컴퓨터정보학회논문지
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    • 제21권3호
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    • pp.113-121
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    • 2016
  • In this study, the basic concept of service profit chain was introduced based on the existing studies related to service quality of airline ground crew to find out how are customer satisfaction influenced by factors related to employees who provide service quality to the customers, such as internal service quality and job satisfaction. The data of this study was collected by questionnaire and based on airline ground crews and Gimpo international airport users. A total of 190 of airline ground crew and 273 of passengers validity sample was analyzed a frequency analysis, reliability analysis, exploratory factor analysis and correlation coefficient analysis from SPSS 21, a hypothesis through out confirmatory factor analysis and structural equation modeling from AMOS 7.0. As a result of the analyses, it was found that the models was appropriate in proving the hypotheses on interrelationships among internal service quality, job satisfaction and customer satisfaction. Overall, finding of this study enhance the theoretical progress on the experiential concept in walking tour and offer important implication for airline industry marketers.

비포장 시험로의 노면 굴곡 측정 및 가혹도 분석을 위한 노면굴곡측정장비 개발 (Development of Profilometer for Profile Measurement and Severity Analysis of Unpaved Test Courses)

  • 양진생;구상화;배철훈;이상호
    • 한국정밀공학회지
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    • 제24권1호
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    • pp.37-46
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    • 2007
  • The vibration environment essentially companied by vehicle operation on the ground is determined by the shape of road surface, which is called profile. This paper focuses on development of a profile and severity measurement system for unpaved test courses. In general, the profile and severity of unpaved road is an important issue in the reliability of endurance test. In order to measure unpaved road profile and severity, it is necessary to develop a profilometer system. The developed profilometer system is composed of data processing computer, power unit, air compressor and sensors(encoder, vertical gyro and laser displacement) This paper presents the measuring system configuration, measurement principle of road profile and analysis method of road characteristics used at CPG(Changwon Proving Ground) for this purpose.

3차원 고기동 궤도차량의 동적 궤도장력 특성 연구 (Characteristics of Dynamic Track Tension for Three Dimensional High Mobility Tracked Vehicle)

  • 서문석;최진환;류한식;배대성
    • 한국자동차공학회논문집
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    • 제11권1호
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    • pp.112-120
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    • 2003
  • In this paper, dynamic track tension fur high mobility tracked vehicle is investigated by multibody dynamic simulation techniques. This research focuses on a heavy military tracked vehicle which has sophisticated suspension and rubber bushed rack systems. In order to obtain accurate dynamic track tension of track subsystems, each track link is modeled as a body which has six degrees of freedom. A compliant bushing element is used to connect track links. Various virtual proving ground models are developed to observe dynamic changes of the track tension. Numerical studies of the dynamic track tension are validated against the experimental measurements. The effects of pre-tensions, traction forces, fuming resistances, sprocket torques, ground profiles, and vehicle speeds, for dynamic responses of track tensions are explored, respectively.

BF 인증기준의 바닥 안전성에 관한 정량적 평가지표 검토 (A Review of the Quantitative Evaluation Indexes of Barrier-Free Certification for Floor and Ground Surfaces Safety)

  • 지석원;백권혁;최수경
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 봄 학술논문 발표대회
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    • pp.27-28
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    • 2021
  • For Barrier-Free certification, the floor and ground surfaces must be finished with materials that are not slippery, flat, and have low-impact in fallis. However, the BF Certification Act does not provide specific methods to meet these regulations. In performance-based design, the responsibility of proving the performance rests with the building owner and architect, so quantitative evaluation indexes are needed to select suitable materials. Furthermore, changes in performance after completion should be checked periodically in 'As-Is' conditions. There are various methods for slips, trips and falls risk assessment, causing confusion for users. In this study, the results of previous studies on the evaluation methods of slips, trips and falls were considered closely, and each quantitative evaluation index that can be used in the new construction and maintenance phase was presented.

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A Study on Practicality of R&D Outcomes from the Korean land Spatialization Program

  • Kim, Byung-Guk;Choi, Roon-Sung;Jung, Yeun-J.;Park, Ji-Man;Park, Jae-Min;Park, Dong-Yoon;Lee, Yong-Ik
    • Spatial Information Research
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    • 제16권4호
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    • pp.385-400
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    • 2008
  • 본 연구의 목적은 지능형국토정보기술혁신사업 연구결과물들의 실용화 목표를 위해, "실용화를 위해 고려할 요소는 무엇이며, 어떻게 R&D과제를 관리해야할 것인가?"라는 문제에 집중하였다. 이 연구 사업은 5개의 핵심주관기관과 협력적인 작업을 통해 대량의 실용적 결과물들을 적용한 지능형국토를 지향점으로 하고 있다. 이를 위한 성공적인 R&D관리는 공동실험장, 실용적인 비즈니스 모델, 그리고 통합 서비스의 형태로서 유용성과 경쟁성에 집중하여 협동적인 역할을 수행한다. 또한, 이러한 역할정립은 국토해양부에 위탁받아 진행되는 정부주도의 형태이며, 5개의 핵심주관기관과 연계하여 높은 실용화/상업화 목표 달성을 위해 R&D과제를 수행하고 있다. 이 연구결과는 GIS 기술과 공간정보의 실용화방안과 상업화방안을 지능형 국토정보기술혁신사업의 전략 분석을 통하여 보여준다.

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Magnetic Field Inversion and Intra-Inversion Filtering using Edge-Adaptive, Gapped Gradient-Nulling Filters: Applications to Surveys for Unexploded Ordnance (UXO)

  • Rene, R.M.;Kim, K.Y.;Park, C.H.
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2006년도 공동학술대회 논문집
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    • pp.9-14
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    • 2006
  • 자기쌍극자 모멘트의 깊이, 방향, 크기 등에 관한 평가는 자기탐사자료로부터 폭발물과 기타 자성체를 구분하는데 유용한 정보를 제공한다. 이러한 평가는 지질학적 잡음, 자기분산체, 주변 쌍극자기장 중첩 등의 이유로 방해를 받을 수 있다. 임의의 극성을 갖는 단일 혹은 다중 쌍극자 이상체의 효과적 계산을 위하여, 역산내부 필터 및 배경 자기장의 구배 평가를 포함하는 개선된 역산법을 개발하였다. 관측값들은 보간하여 격자화하였으며, 관측점으로부터 가장 가까운 계산점만을 사용하도록 표시하였다. 이러한 자료에 역산내부 필터를 적용하기 위하여는 빈간격 필터가 필요하다. 게다가 상당히 빈 곳이 많은 자료나 조사지 가장자리 및 구석 부분 자료들을 처리하기 위해서는 역산내부 필터를 수정하여야 한다. 이러한 목적으로 가장자리에 적용가능한 빈간격 구배제거 필터를 고안하고 시험하였다. 한국 속초의 청초호와 미국 매릴랜드의 육군 애벌딘 무기시험장에서 기록한 자기탐사자료에 적용한 결과를 소개한다.

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Critical setback distance for a footing resting on slopes under seismic loading

  • Shukla, Rajesh Prasad;Jakka, Ravi S.
    • Geomechanics and Engineering
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    • 제15권6호
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    • pp.1193-1205
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    • 2018
  • A footing located on slopes possess relatively lower bearing capacity as compared to the footing located on the level ground. The bearing capacity further reduces under seismic loading. The adverse effect of slope inclination and seismic loading on bearing capacity can be minimized by proving sufficient setback distance. Though few earlier studies considered setback distance in their analysis, the range of considered setback distance was very narrow. No study has explored the critical setback distance. An attempt has been made in the present study to comprehensively investigate the effect of setback distance on footing under seismic loading conditions. The pseudo-static method has been incorporated to study the influence of seismic loading. The rate of decrease in seismic bearing capacity with slope inclination become more evident with the increase in embedment depth of footing and angle of shearing resistance of soil. The increase in bearing capacity with setback distance relative to level ground reduces with slope inclination, soil density, embedment depth of footing and seismic acceleration. The critical value of setback distance is found to increase with slope inclination, embedment depth of footing and density of soil. The critical setback distance in seismic case is found to be more than those observed in the static case. The failure mechanisms of footing under seismic loading is presented in detail. The statistical analysis was also performed to develop three equations to predict the critical setback distance, seismic bearing capacity factor ($N_{{\gamma}qs}$) and change in seismic bearing capacity (BCR) with slope geometry, footing depth and seismic loading.

유도무기 비행종단시스템의 통신 신뢰도 향상을 위한 지상국 시스템 개발 (Development of Ground System to Improve Link Reliability of Flight Termination System for Guided Missiles)

  • 윤동식
    • 한국정보통신학회논문지
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    • 제24권7호
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    • pp.891-897
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    • 2020
  • 비행종단시스템은 지상국과 탑재체로 구성되며, 발사체가 계속 비행하는 것이 위험하다고 판단할 경우 강제로 비행을 종단시키는 역할을 한다. 이를 위해서는 비행 구간 내내 일정 수준 이상의 통신 신뢰도를 유지하여야 하나, 국내 유도무기 시험장에서는 점차 요구 성능이 늘어남에 따라 해당 조건을 일부 충족하지 못했다. 본 논문에서는 비행종단시스템의 링크 버짓을 분석하였고, 필요한 링크 마진을 확보할 수 있도록 지상국에 해당하는 비상종료 명령 송신시스템을 설계 및 개발하였다. 이후 탑재체에서의 수신 신호세기를 측정하여 기존 송신시스템과의 성능을 비교하였으며, 이로써 비행종단시스템의 통신 신뢰도가 향상되었음을 확인하였다.

VEHICLE DYNAMIC SIMULATION USING A NONLINEAR FINITE ELEMENT ANALYSIS CODE

  • Yu, Y.S.;Cho, K.Z.;Chyun, I.B.
    • International Journal of Automotive Technology
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    • 제6권1호
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    • pp.29-35
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    • 2005
  • The structural integrity of either a passenger car or a light truck is one of the basic requirements for a full vehicle engineering and development program. The results of the vehicle product performance are measured in terms of ride and handling, durability, Noise/Vibration/Harshness (NVH), crashworthiness, and occupant safety. The level of performance of a vehicle directly affects the marketability, profitability and, most importantly, the future of the automobile manufacturer. In this study, the Virtual Proving Ground (VPG) approach has been developed to simulate dynamic nonlinear events as applied to automotive ride & handling. The finite element analysis technique provides a unique method to create and analyze vehicle system models, capable of including vehicle suspensions, powertrains, and body structures in a single simulation. Through the development of this methodology, event-based simulations of vehicle performance over a given three-dimensional road surface can be performed. To verify the predicted dynamic results, a single lane change test was performed. The predicted results were compared with the experimental test results, and the feasibility of the integrated CAE analysis methodology was verified.

거리·시간 측정에 의한 고정도 타행시험법: II. 단거리 방법의 개발 및 시험 (High-Accuracy Coastdown Test Method by Distance-Time Measurement: II. Development of a Short Distance Method and its Evaluation)

  • 허남건;안이기
    • 한국자동차공학회논문집
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    • 제3권3호
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    • pp.1-8
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    • 1995
  • In the companion paper of the present paper, a coast down test method to determine the resistance forces on running vehicle based on the distance-time measurement was explained along with the suggestions to improve its accuracy and testing methodology. In the present paper some of the suggestions discussed previously are implemented and actually road tested to see the applicability of the improved method(short distance method) in the field. From the results. it is shown that the short distance method which requires only 600m long proving ground road gives at least comparable results on the accuracy compared to the original S-t method which requires 2000m. It is hoped that the present method be further refiend to give more accurate results.

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