• International Journal of Reliability and Applications
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• 제17권1호
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• pp.1-19
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• 2016

The Exponentiated Quasi Lindley (EQL) distribution which is an extension of the quasi Lindley Distribution is introduced and its properties are explored. This new distribution represents a more flexible model for the lifetime data. Some statistical properties of the proposed distribution including the shapes of the density and hazard rate functions, the moments and moment generating function, the distribution of the order statistics are given. The maximum likelihood estimation technique is used to estimate the model parameters and finally an application of the model with a real data set is presented for the illustration of the usefulness of the proposed distribution.

• Structural Engineering and Mechanics
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• 제31권3호
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• pp.315-331
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• 2009

Mechanical connections are recognized as extremely important elements in the aspect of strength and structural safety. However, classical structural model does not consider the connection stiffness properties, and are based on models with pinned or rigid joints only. In fact, mechanical connections are deformable and behave not linearly, affecting the whole structure and inducing nonlinear behavior as well. The quantification of this effect, however, depends on the description of the working of the connectors and the wood response under embedment. The theoretical modeling of wood structures with semi-rigid connections involves not only the structural analysis, but also the modeling of both single and grouped moment resisting connectors and the study of the wood properties under embedment. The proposal of this paper is to approach these aspects, and to quantitatively study the influence of the moment resistant connection in wooden framed structures. Comparisons between rigid and semi-rigid connections and between linear and nonlinear analysis lead to quantitative results.

• Journal of applied mathematics & informatics
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• 제27권3_4호
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• pp.463-473
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• 2009

A family of quasi-interpolatory wavelet system was introduced in [10], extending and unifing the biorthogonal Coiffman wavelet system. The corresponding refinable functions and wavelets have vanishing moment of a certain order (say, L), which is a key property for data representation and approximation. One of main advantages of this wavelet systems is that we can get optimal smoothness in the sense of smoothing factors in the scaling filters. In this paper, we first discuss the biorthogonality condition of the quisi-interpolatory wavelet system. Then, we study the properties of the scaling and wavelet filters, related to the polynomial reproduction and the vanishing moment respectively, which in fact determines the approximation orders of biorthogonal projections. In addition, we discuss the approximation orders of the wavelet projections.

• Corrosion Science and Technology
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• 제3권5호
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• pp.222-225
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• 2004

A portable RF HTS SQUID-based susceptometer was applied to the measurement of fatigue behavior for type 316L(N) stainless steel containing 0.04% to 0.15% nitrogen content. Strain-controlled low cycle fatigue (LCF) tests were conducted at RT and $600^{\circ}C$ in air an atmosphere, and the magnetic moments were measured after the fatigue test using HTS SQUID. The magnetic moment of an as-received sample is higher than that of a fatigued sample in all the temperature ranges irrespective of the nitrogen content. The fatigue life decreased with an increasing test temperature up to $500^{\circ}C$, but increased at $600^{\circ}C$. The change of the magnetic moments by LCF test is attributed to the stress induced micro defects.

• 한국안전학회지
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• 제8권1호
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• pp.47-53
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• 1993

Residual Deformation Analysis(RDA) is a new method for ratings of the continuous bridges. The RDA makes it possible to expand the inelastic steel girder bridge design method set forth in the American Association of State Highway Officals'(AASHTO) Guide Specifications for Alternate Load Factor Design Procedures for Steel Beam Bridges Using Braced Compact Sections(1986) into an inelastic rating method. It is a method to assess the residual moments and deformations that are set up in a beam that has been loaded into the post-elastic range This method combines classical elastic conjugate beam theory with linear moment-rotation relationships for midspan inelastic positive moment. The limit state is inelastic serviceability limit. which is defined as the ratio of the span to midspan inelastic deflection(C=L/D).

• 한국자기학회:학술대회 개요집
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• 한국자기학회 2011년도 임시총회 및 하계학술연구발표회
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• pp.129-129
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• 2011

The limited understanding of the surface properties of $Pt_3Ni$ for the oxygen reduction reaction (ORR) in polymer electrolyte membrane fuel cell (PEMFC) has motivated the study of properties and electronic structures of seven layered $Pt_3Ni$ (001), (110), and (111) surfaces. The first principle method based on density functional theory (DFT) is carried out. It is found that the bulk $Pt_3Ni$ has a ferromagnetic ground state with the ordered fcc type L12 structure, which is in good agreement with other results. Non magnetic Pt has the induced magnetic moment due to the strong hybridization between 3d Ni and 5d Pt. The magnetic moment of Pt and Ni enhanced on the surface of each due to surface effect however the magnetic moment of surface Pt in the Pt-segregated Pt3Ni (111) decreased and the magnetic moment of Ni in Ni rich subsurface increased significantly. The calculated d band centers of Pt explain the possibilities for oxygen absorption and play the important roles in altering the catalytic properties. The spin polarized densities of states are presented in order to understand physical properties of Pt in different surfaces in detail.

• 콘크리트학회논문집
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• 제26권2호
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• pp.181-188
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• 2014

이 연구에서는 기존의 가상고정점 모델을 통한 단일 현장타설말뚝 설계를 보완하고자, 등가 지반면 스프링 모델을 바탕으로 한 기둥과 말뚝의 상호작용을 고려한 해석법을 제시하였으며, 이를 토대로 주요 영향인자에 따라 말뚝의 최소철근비 적용성을 분석하였다. 나아가, 기둥과 말뚝 조건을 고려하여 말뚝에 철근비별 적용 가능한 한계깊이를 제안하였다. 이 연구 결과, 기둥-말뚝의 상호작용을 고려한 해석은 가상고정점 모델 해석에서 전체 모델링 해석으로 넘어가는 중간단계의 비교적 정확하고 경제적인 설계법임을 알 수 있었으며, 이 해석법을 통해 최소철근비 적용성을 평가한 결과, 말뚝의 최대 휨모멘트는 말뚝재료의 균열모멘트 이내에서 모두 발생하는 것으로 나타나 말뚝에는 최소철근비(0.4%)를 적용하여도 만족하는 것을 알 수 있었다. 이를 토대로, 현장사례를 통해 철근비별 적용 가능한 한계깊이($L_{As=x%}$)를 제안하였으며, 정규화된 철근비별 적용 가능한 한계깊이 ($L_{As=x%}/L_P$)는 정규화된 말뚝길이($L_P/D_P$)에 따라 선형적으로 감소하여 일정한 값에서 수렴함을 알 수 있었다.

• 지질공학
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• 제19권1호
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• pp.81-88
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• 2009

물리 화학적 불균질 특성을 가진 매질 중 K 임의장과 $K_d$ 임의장이 정(+)의 상관관계를 가지는 경우, 매질 내 이송되는 오염운이 보이는 적률변화를 알아보기 위해 등방매질 내 이송되는 비반응성 오염운에 대한 2차원 몬테카를로 시뮬레이션이 시행되었다. 흡착성이 증가함에 따라 변화하는 이차적률들을 관찰하기 위해 1, 2, 5의 지연요소가 설정되었다. 지연된 종이차공간적률, ${Z_{11}}^{'R}(t',l')$은 오염운의 이송이 진행됨에 따라 증가하며 초기 오염운의 크기가 증가함에 따라 증가한다. 또한 지연요소가 증가함에 따라 감소하며, 일차분석해에 의한 이론적 결과와 비교적 잘 일치함을 보인다. 지연된 종오염운중심분산, ${Z_{11}}^{'R}(t',l')$은 초기오염원의 크기, $l_2'$가 증가할수록 감소하며 설정된 시뮬레이션에 의해서는 아직 에르고딕 이송상태에 도달하지 않았음을 지시해준다. 지연요소가 증가함에 따라 현저히 감소하여 오염운 중심점에 대한 불확실성이 감소함을 보인다. 지연된 단일입자종이송분산, ${X_{11}}^{'R}(t')$은 세 가지 다른 등급의 지연요소에 대해서 모두 일차근사법에 의한 이론적 결과와 비교적 잘 일치한다. 따라서 종방향의 지연된 이차적률들은 추계론적 시뮬레이션에 의해 산출될 수 있으며, 일차근사법에 의한 분석해는 종방향의 지연된 적률들에 대해 상당히 정확한 근사값을 제공하고 있음을 결론지을 수 있다.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2006년도 추계 종합학술대회 논문집
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• pp.403-407
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• 2006

본 연구는 매년 우리나라에 막대한 인명과 재산의 피해를 입히는 홍수 피해를 공학적인 측면에서 저감시키고자 한다. 이러한 항구적인 홍수 대책 수립을 위해 본 연구에서는 각종 댐 및 수리구조물의 설계지침인 설계홍수량을 분석함으로서 향후 우리나라 수리구조물의 안정적인 설계 지침을 제공하는데 있다. 본 연구는 한국의 기후학적 지형학적 특성을 고려한 동질한 지역으로 구분하였으며 L-모멘트비와 K-S 검정에 의해 적용분포의 적합성 검정을 실시한 결과 GEV분포가 절절한 것으로 판단되었다. 지점빈도분석과 지역빈도 분석의 결과를 비교하기 위해 Monte Carlo 모의를 실시하였고 최종적으로 적정 설계홍수량을 선정하기 위해 오차분석을 실시하였다. 그 결과 지역빈도분석에 의한 설계홍수량이 적정한 것으로 판단되었다.

• 대한인간공학회지
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• 제30권5호
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• pp.597-603
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• 2011

Objective: The objective of this study was to compare one-hand and two-hands lifting activity in terms of biomechanical stress for the range of lifting heights from 10cm above floor level to knuckle height. Background: Even though two-hands lifting activity of manual materials handling tasks are prevalent at the industrial site, many manual materials handling tasks which require the worker to perform one-hand lifting are also very common at the industrial site and forestry and farming. Method: Eight male subjects were asked to perform lifting tasks using both a one-handed as well as a two-handed lifting technique. Trunk muscle electromyographic activity was recorded while the subjects performed the lifting tasks. This information was used as input to an EMG-assisted free-dynamic biomechanical model that predicted spinal loading in three dimensions. Results: It was shown that for the left-hand lifting tasks, the values of moment, lateral shear force, A-P shear force, and compressive force were increased by the average 43%, as the workload was increased twice from 7.5kg to 15.0kg. For the right-hand lifting task, these were increased by the average 34%. For the two-hands lifting tasks, these were increased by the average 25%. The lateral shear forces at L5/S1 of one-hand lifting tasks, notwithstanding the half of the workload of two-hands lifting tasks, were very high in the 300~317% of the one of two-hands lifting tasks. The moments at L5/S1 of one-hand lifting tasks were 126~166% of the one of two-hands lifting tasks. Conclusion: It is concluded that the effect of workload for one-hand lifting is greater than two-hands lifting. It can also be concluded that asymmetrical effect of one-hand lifting is much greater than workload effect. Application: The results of this study can be used to provide guidelines of recommended safe weights for tasks involved in one-hand lifting activity.