• 한국정보전자통신기술학회논문지
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• 제5권1호
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• pp.52-59
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• 2012

뼈는 미네랄과 콜라겐으로 이루어진 복합 재료이고 횡방성 대칭의 역학적인 성질을 갖는다. 뼈의 유효 탄성 상수를 찾기 위해서는 복합재료역학에서 경계조건을 사용하여 그 값을 예측하고 있다. 그 방법들 중 하나인 보이트-로이스 경계조건은 근사값을 이용해서 유효 탄성 계수를 추정하는 방법이다. 기존의 방법은 고유값의 경계조건에 관한 경계조건을 보이지만, 이번 연구에서 우리는 수학적으로 이 경계조건이 각각의 탄성계수에 관해서 성립함을 보였다.

• 대한교통학회지
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• 제22권2호
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• pp.7-18
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• 2004

본 논문은 현재 물류부문에서 그 비중이 증가하고 있는 택배시장의 고객을 대상으로 고객의 선호도에 따른 적절한 시장세분화의 구축과 그 필요성을 제시하였다. 본 연구에서는 택배서비스의 가격탄력성을 측정하기 위해 Conjoint 분석을 이용한 효익세분화 방법을 이용하였다. 분석결과 택배고객은 그 특성에 따라 상이한 가격탄력성을 가지고 있으며, 그 탄력성에 따라 고객을 세분화할 수 있었다. 따라서 이러한 분석은 향후 택배고객을 세분화 할 경우 유용한 도구로 사용될 수 있으며, 고객의 욕구를 만족시킬 수 있는 기회를 제공해 줄 수 있을 것이다.

• Computers and Concrete
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• 제15권5호
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• pp.795-805
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• 2015

In this study, dynamic modulus of elasticity of self-consolidating rubberized concrete is evaluated by using results of ultrasonic pulse velocity and resonance frequency tests. Additionally, correlation between dynamic modulus of elasticity and compressive strength results is compared. For evaluating the dynamic modulus of elasticity of self-consolidating rubberized concrete, prismatic specimens having $100{\times}100{\times}500$ mm dimensions are prepared. Dynamic modulus of elasticity values obtained by non-destructive measurements techniques are well agreed with those given in the literature.

• Computers and Concrete
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• 제4권6호
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• pp.437-456
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• 2007

The shrinkage of large reinforced concrete floors often gives rise to cracking problems. To identify the problematic areas, shrinkage movement analysis is often carried out by finite element method with proper creep and shrinkage models using step-by-step time integration. However as the full stress history prior to the time interval considered is necessary, with the increase in the number of time intervals used, the amount of computations increases dramatically. Therefore a new method using the shrinkage-adjusted elasticity modulus (SAEM) is introduced so that analysis can be carried out using one single step. Examples are presented to demonstrate its usefulness.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2000년도 하계학술대회 논문집 A
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• pp.379-381
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• 2000

In the new electric industry, many of generators and consumers exist in competitive market and electric price is determined by the response of suppliers and consumers. Power supply and consumption make change the electric price and social welfare depends on the elasticity that indicates sensitivity to changes of price related on the electric demand or supply. If elasticity is changed, social welfare that represents the sum of producers and customers surplus will be changed together. This paper investigates the change of the social welfare depending on the elasticity, and presents the propriety of competitive electric market.

• 대한교통학회지
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• 제13권4호
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• pp.79-103
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• 1995

The elasticity of a model is considered most important. Without showing the proper elasticity any model cannot provide useful information for decision making. This paper demonstrates a macro model which can generate dynamic transport informations every 15 minutes. Without the Wardrop principles and the monotonicity assumptions for the link travel time and link volume relationship, the basic elements of this new modeling approache are composed of link density simulation, stochastic incremental route choice, departure time choice, destination choice and mode choice. The elasticity of the proposed model is examined based on elasticity equations and simulation results. Also the transferability from a mega city like Seoul to a big city like Daejon is demonstrated for the choice model. The issues centering around the dynamic relations among density(k), speed(u), and flow rate(v) are also discussed for the modeling of highly congested situations.

• Smart Structures and Systems
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• 제4권2호
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• pp.171-182
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• 2008

In this paper, a methodology for the estimation of masonry elasticity and shear moduli is presented, for linear elasticity considerations. The methodology is based on the assumption that for a "periodic" masonry wall, which is formed by the repetition of a basic unit containing blocks and mortar, the mechanical characteristics of the unit are representative of the characteristics of the entire wall. For their calculation, the finite element analysis method is used. A micro-model with finite elements simulating separately the blocks and the mortar is developed. An equivalent finite element model, using an homogenous material is also developed and assuming equivalence of strains for the two models, the homogenous material properties are estimated. The efficiency of the method and its applicability limits are investigated.

• Nuclear Engineering and Technology
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• 제47권4호
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• pp.500-511
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• 2015

In this study, the natural frequencies of the perforated square plate with a square penetration pattern are obtained as a function of ligament efficiency using the commercial finite-element analysis code ANSYS. In addition, they are used to extract the effective modulus of elasticity under an assumption of a constant Poisson's ratio. The effective modulus of elasticity of the fully perforated square plate is applied to the modal analysis of a partially perforated square plate using a homogeneous finite-element analysis model. The natural frequencies and the corresponding mode shapes of the homogeneous model are compared with the results of the detailed finite-element analysis model of the partially perforated square plate to check the validity of the effective modulus of elasticity. In addition, the theoretical method to calculate the natural frequencies of a partially perforated square plate with fixed edges is suggested according to the Rayleigh-Ritz method.

• 한국인구학
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• 제25권2호
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• pp.271-291
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• 2002

도시가구의 원시자료를 활용하여 가구의 인구학적 특성을 감안한 수요체계의 추정을 통한 수요탄력성을 산출한 결과 주류소비의 총지출 탄력성은 0.71 정도로 비교적 필수적인 지출항목으로 판명되었다. 한편 가격탄력성은 기간중 평균 1.93으로 주류소비는 가격에 매우 탄력적이며 그 추세는 최근에 들어 보다 더욱 탄력적으로 변하는 경향이 확인되었다.

• Journal of applied mathematics & informatics
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• 제14권1_2호
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• pp.193-212
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• 2004

A new model of generalized thermoelasticity equations for isotropic media with temperature-dependent mechanical properties is established. The modulus of elasticity is taken as a linear function of reference temperature. The present model is described both generalizations, Lord Shulman (L-S) theory with one relaxation time and Green-Lindsay (G-L) with two relaxation times, as well as the coupled theory, instantaneously. The method of the matrix exponential, which constitutes the basis of the state space approach of modern control theory, applied to two-dimensional equations. Laplace and Fourier integral transforms are used. The resulting formulation is applied to a problem of a thick plate subject to heating on parts of the upper and lower surfaces of the plate that varies exponentially with time. Numerical results are given and illustrated graphically for the problem considered. A comparison was made with the results obtained in case of temperature-independent modulus of elasticity in each theory.