• 제목/요약/키워드: Evaluation Equation

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플라스틱 기어의 피로수명 평가 및 수명 예측 (Fatigue Life Evaluation of the Plastic Gear)

  • 정태형;강성규;하영욱
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2005년도 춘계학술대회 논문집
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    • pp.239-245
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    • 2005
  • Through the fatigue test of plastic gears using polyacetal polymer, this research aims at providing basic data for not only specifying operation conditions of plastic gears, but also designing dimensions of plastic gears with giving fatigue life and the estimated equation of fatigue life of plastic gears. That is, from the fatigue life curves, the estimated equation of fatigue life of plastic gears is taken out. For the estimated equation of fatigue life of plastic gears, this research provides two test methods; one is preserving non-limited temperature of tooth flank, the other is preserving limited temperature of tooth flank. As results, how the temperature of tooth flank affects the fatigue life is shown. In addition, based on the endurance limit, the essential factors of the unit load and K-factor are determined, which are needed in the design of gear by bending strength and surface durability.

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구조방정식모델을 이용한 자연재해예방사업의 사후 평가 지수 산정 (Estimation of Post Evaluation Index of Natural Disaster Prevention Projects using Structure Equation Modeling)

  • 허보영;송재우;윤세의;이승오
    • 대한토목학회논문집
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    • 제34권6호
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    • pp.1807-1814
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    • 2014
  • 자연재해는 발생 자체를 막는데 한계가 있기 때문에 피해저감을 위해서는 예방사업을 통해 재해발생을 사전에 예방하는 것이 중요하다. 자연재해발생의 증가와 함께 자연재해와 관련된 예방사업에 대한 관심이 높아지고 있으며, 이와 관련된 투자도 증가하고 있다. 이와 함께 자연재해예방사업에 대한 투자 시, 그 파급효과 등을 검증할 수 있는 평가 역시 중요한 과제로 대두되고 있다. 자연재해예방사업과 같은 국가 공공투자사업을 평가하기 위해서 비용편익분석과 같은 정량적 분석을 통한 연구는 지속적으로 수행되고 있다. 정량적 분석방법만으로 사업의 효과를 충분히 설명하지 못한다는 문제점에도 불구하고 재해관련 분야에서 효과분석이나 평가를 위한 다양한 방법이 제시되지 못하고 있는 것이다. 본 연구에서는 정성적 분석을 통한 자연재해예방사업의 사후평가를 위해서 자연재해예방사업의 사후평가에 영향을 미치는 항목들을 도출하고, 구조방정식모델(SEM : structural equation modeling)을 통해 사후 평가항목과 사업효과 간 인과관계 분석 및 가중치를 산정하였다. 이를 바탕으로 자연재해예방 사업에 대한 사후평가지수 산정식을 제시하였다.

철근콘크리트 인장부재의 균열 산정식 평가 (Evaluation of Crack Estimation Equation for the Reinforced Concrete Tension Member)

  • 박찬욱;노삼영;신은미
    • 한국구조물진단유지관리공학회 논문집
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    • 제13권3호통권55호
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    • pp.197-208
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    • 2009
  • 본 연구의 목적은 국내 콘크리트구조설계기준 부록에 새롭게 포함된 CEB-FIP Model Code 1990 균열 폭 산정식을 콘크리트 강도를 변수로 하여 평가하는 것에 있다, 평가 도구로 부착응력-미끌림 관계를 적용하여 구축한 균열요소모델과 기존 연구자들의 실험결과로부터 얻은 균열폭을 사용하였으며 기존 실험결과와 비교 평가함으로 검증하였다. 평가대상인 MC-90의 균열폭 산정식의 증요변수는 인장증강효과와 평균부착응력이며 이들을 균열요소모델 해석결과와 비교함으로 강도에 따라 개선된 인장증강효과와 평균부착응력을 제안하였다.

다항식 형태의 증기압 상관식의 성능 평가 (Performance Evaluation of Vapor Pressure Correlations in a Polynomial Expression)

  • 박경근
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 춘계학술대회
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    • pp.1401-1406
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    • 2003
  • Performance of two vapor pressure correlation equations in a polynomial expression is compared. These are the Wagner-type equation and the Inverted form equation. The equations are fitted to correlate the data in the ASHRAE tables and from NIST Chemistry WebBook for 17 pure substances. Some observations on the exponents in the two polynomial equations are made, which results in a proposal of a new closed form vapor pressure equation. The new equation yields the accuracy comparable to that of the Wagner-type equation and better than that of the Inverted form equation.

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Prediction of seismic cracking capacity of glazing systems

  • O'Brien, William C. Jr.;Memari, Ali M.;Eeri, M.
    • Earthquakes and Structures
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    • 제8권1호
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    • pp.101-132
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    • 2015
  • This research formulates a closed-form equation to predict a glass panel cracking failure drift for several curtain wall and storefront systems. An evaluation of the ASCE 7-10 equation for Dclear, which is the drift corresponding to glass-to-frame contact, shows that the kinematic modeling assumed for formulation of the equation is sound. The equation proposed in this paper builds on the ASCE equation and offers a revision of that equation to predict drift corresponding to cracking failure by considering glazing characteristics such as glass type, glass panel configuration, and system type. The formulation of the proposed equation and corresponding analyses with the ASCE equation is based on compiled experimental data of twenty-two different glass systems configurations tested over the past decade. A final comparative analysis between the ASCE equation and the proposed equation shows that the latter can predict the drift corresponding to glass cracking failure more accurately.

LISREL 구조방정식 모델에 의한 농촌 관광농원의 환경친화성 평가 모형 추정 (Evaluation Model for Environmentally Friendliness of Tourism Farms by LISREL Structural Equation Model)

  • 엄붕훈
    • 농촌계획
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    • 제5권2호
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    • pp.56-65
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    • 1999
  • Recently, new concept and paradigm of 'Environmentally-Friendliness' is taking a growing interest in environmental planning and design. This study is to establish the evaluation model for environmentally-friendliness of 'Tourism Farms' in rural areas by LISREL structural equation model. A questionnaire survey was conducted for deputy manager group and expert group. As the Result of LISREL structural equation model, the environmentally-friendliness of tourism farms is composed of three categories. First, conservation of global environment (Low Impact), second, friendliness to surrounding nature(High Contact), and third, environmental health and amenities (Health & Amenity). Five indicators, such as (1)saving of energy and water resource, (2)reduction and reuse of garbage, (3)natural purification of sewage disposal, (4)utilization of natural energy, (5)campaign and education programs of environmentally-friendliness, were affecting the first category, i.e., conservation of global environment(Low Impact). Friendliness to surrounding nature (High Contact) is affected by 3 indicators, (1)contact to nature and diverse green areas, (2)water intimate & contact areas, (3)natural ecology observation by biotope. Finally, the dimension of environmental health and amenity is affected by 3 indicators, (1)nature affinity by farming experience, (2)environmental-friendliness of soil & crops by organic farming, (3) campaign and education programs of environmentally-friendliness. Total coefficient of determination of the structural equation model by LISREL was 0.897, which showed high explanatory power.

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Load-level isolator model for pallets on industrial storage racks and validation with experimental results

  • Marcelo Sanhueza-Cartes;Nelson Maureira-Carsalade;Eduardo Nunez;Angel Roco-Videla
    • Steel and Composite Structures
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    • 제52권1호
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    • pp.1-14
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    • 2024
  • This paper introduces a system allows for seismic isolation of the pallet from the rack in the down-aisle direction, occupies minimal vertical space (5 cm) and ±7.5 cm of deformation range. A conceptual model of the isolation system is presented, leading to a constitutive equation governing its behavior. A first experimental campaign studying the response of the isolation system's components was conducted to calibrate the parameters of its constitutive equation. A second experimental campaign evaluated the response of the isolation system with mass placed on it, subjected to cyclic loading. The results of this second campaign were compared with the numerical predictions using the pre-calibrated constitutive equation, allowing a double-blind validation of the constitutive equation of the isolation system. Finally, a numerical evaluation of the isolation system subjected to a synthetic earthquake of one component. This evaluation allowed verifying attributes of the proposed isolation system, such as its self-centering capacity and its effectiveness in reducing the absolute acceleration of the isolated mass and the shear load transmitted to the supporting beams of the rack.

실존 콘크리트 구조물의 특성강도 추정기법에 관한 연구 (A Study on Evaluation Techniques of Characteristic Strength of Concrete in Existing Structures)

  • 권영웅;정성철;이상윤;김민수;김인식;이지은
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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    • pp.703-706
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    • 1998
  • Primarily, to evaluate the structural condition assessment of concrete structures, percentile strength of concrete in concrete structures should be found out. This study aims to establish the evaluation techniques for concrete strength in existing concrete structures considering the concrete quality and reliability. The results are as follows ; 1. Percentile strength of concrete in concrete structures can be estimated from following strength equation. $$f_p=f_{mea} - {\lambda}_pS_s$$2. For the calibration of above percentile strength equation with proposed codes or specifications, following sample size based on ASTM E122 can be applied.

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온라인 쇼핑환경에서 상호작용성의 역할 (The Role of Interactivity in Online Shopping Environments)

  • 박민정
    • 복식문화연구
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    • 제16권1호
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    • pp.145-157
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    • 2008
  • The purpose of this study was to examine the effect of interactivity on consumers' mental imagery, attitude toward a product, confidence in evaluation and purchase intention. The proposed model was examined by conducting an experiment using mock apparel websites. A total of 1,009 female college students enrolled at a major midwestern university in the USA participated in the experiment. A structural equation model was used to test the model. The results of the study indicate that interactivity positively influenced mental imagery, attitudes toward a product imagery, and confidence in evaluation. The structural equation model also revealed that mental imagery positively influenced attitude toward a product and confidence in evaluation. Finally, the results show that attitude toward a product and confidence in judgment positively affected purchase intention. The study provides valuable theoretical perspectives which aide in the understanding of the effect of interactivity on consumers' cognitive and behavioral responses, and helps retailers develop effective marketing strategies.

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Stability evaluation of a double-deck tunnel with diverging section

  • La, You-Sung;Kim, Bumjoo
    • Geomechanics and Engineering
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    • 제21권2호
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    • pp.123-132
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    • 2020
  • Due to the various restrictions and problems related to the construction of new roads in urban areas, underground road construction has been receiving a great deal of attention in the field of tunnel engineering. In this study, a double-deck road tunnel with a diverging section was analyzed for the evaluation of its stability. Both numerical analysis and scale model tests were performed, the results were used to develop a stability evaluation method for double-deck tunnels with diverging sections constructed in rocks by NATM. From regression analyses conducted on the results of the numerical analysis, an equation and a chart were derived, these tools allow us to obtain the strength/stress ratio (SSR) for double-deck road tunnels with a diverging tunnel in various diverging conditions quickly and accurately. These tools have great potential to help engineers evaluate the stability of double-deck tunnels in the preliminary design stage.