• Title/Summary/Keyword: parabola

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A FITTING OF PARABOLAS WITH MINIMIZING THE ORTHOGONAL DISTANCE

  • Kim, Ik-Sung
    • Journal of applied mathematics & informatics
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    • v.6 no.2
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    • pp.669-684
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    • 1999
  • We are interested in the problem of fitting a curve to a set of points in the plane in such a way that the sum of the squares of the orthogonal distances to given data points ins minimized. In[1] the prob-lem of fitting circles and ellipses was considered and numerically solved with general purpose methods. Especially in [2] H. Spath proposed a special purpose algorithm (Spath's ODF) for parabolas y-b=$c($\chi$-a)^2$ and for rotated ones. In this paper we present another parabola fitting algorithm which is slightly different from Spath's ODF. Our algorithm is mainly based on the steepest descent provedure with the view of en-suring the convergence of the corresponding quadratic function Q(u) to a local minimum. Numerical examples are given.

MISCLASSIFICATION IN SIZE-BIASED MODIFIED POWER SERIES DISTRIBUTION AND ITS APPLICATIONS

  • Hassan, Anwar;Ahmad, Peer Bilal
    • Journal of the Korean Society for Industrial and Applied Mathematics
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    • v.13 no.1
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    • pp.55-72
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    • 2009
  • A misclassified size-biased modified power series distribution (MSBMPSD) where some of the observations corresponding to x = c + 1 are misclassified as x = c with probability $\alpha$, is defined. We obtain its recurrence relations among the raw moments, the central moments and the factorial moments. Discussion of the effect of the misclassification on the variance is considered. To illustrate the situation under consideration some of its particular cases like the size-biased generalized negative binomial (SBGNB), the size-biased generalized Poisson (SBGP) and sizebiased Borel distributions are included. Finally, an example is presented for the size-biased generalized Poisson distribution to illustrate the results.

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Nonlinear analysis of service stresses in reinforced concrete sections-closed form solutions

  • Barros, Helena F.M.;Martins, Rogerio A.F.
    • Computers and Concrete
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    • v.10 no.5
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    • pp.541-555
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    • 2012
  • This paper presents an algorithm for the evaluation of stresses in reinforced concrete sections under service loads. The algorithm is applicable to any section defined by polygonal contours and is based on an analytical integration of the stresses. The nonlinear behaviour of concrete is represented by the parabola-rectangle law used in the Eurocode-2 for the ultimate concrete design. An integrated definition of the strains in concrete and steel is possible by the use of Heaviside functions, similarly to what is done for ultimate section design in Barros et al. (2004). Other constitutive equations for the definition of the stresses in the concrete or steel can be easily incorporated into the code. The examples presented consist in the evaluation of resulting axial load and bending moment in an irregular section and in a section in L shape. The results, for service stresses, can also be plotted in terms of design abacus; a rectangular doubly reinforced section is presented as example.

An Experimental Study on Concrete Stress Distribution in Compression Zone (콘크리트 압축 응력분포에 관한 실험적 연구)

  • Lee, Jae-Hoon;Lim, Kang-Sup;Choi, Jin-Ho;Choi, Young-Ho;Hwang, Do-Kyu;Yoo, Hyun-Jae
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.79-80
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    • 2009
  • Compression stress distribution used to concrete structure design substitutes equivalent rectangle, trapezoid and parabola-rectangle stress block for actual concrete stress distribution. Presently, rectangular stress block of Korea Concrete Design Code is equal to it of ACI code that doesn't reflect the material feature of the high strength concrete. The study does an experiment on concrete compression stress distribution to know the material feature of the concrete used in korea.

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Development and Application of High-Strength Lightweight Concrete, and its Structural Properties (고강도 경량콘크리트의 개발, 구조특성 및 실용화)

  • Choi, Myung-Shin;Ahn, Jong-Moon;Shin, Sung-Woo;Kang, Hoon;Kim, Jung-Shik;Lee, Jae-Sam
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.04a
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    • pp.37-44
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    • 1998
  • The objective of this study is development of high strength lightweight concrete and application or structural use. For this, mix proportions for each strength level were selected from lab tests, and adapted to producing ready-mixed concrete in batcher plant. It was very important to prewet the lightweight aggregates sufficiently for producibility and also workability. Splitting tensile strength of high-strength lightweight concrete produced has lower values than that of normal weight concrete, but modulus of rupture and modulus of elasticity are not less than normal weight concrete. The strength reduction factor ($\lambda$) for sand-lightweight concrete make higher than 0.85 present in structures using high-strength lightweight concrete. And it was showed that not parabola distribution but triangular distribution of stress in compression zone.

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Investigation on the Real-Time Environment Recognition System Based on Stereo Vision for Moving Object (스테레오 비전 기반의 이동객체용 실시간 환경 인식 시스템)

  • Lee, Chung-Hee;Lim, Young-Chul;Kwon, Soon;Lee, Jong-Hun
    • IEMEK Journal of Embedded Systems and Applications
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    • v.3 no.3
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    • pp.143-150
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    • 2008
  • In this paper, we investigate a real-time environment recognition system based on stereo vision for moving object. This system consists of stereo matching, obstacle detection and distance estimation. In stereo matching part, depth maps can be obtained real road images captured adjustable baseline stereo vision system using belief propagation(BP) algorithm. In detection part, various obstacles are detected using only depth map in case of both v-disparity and column detection method under the real road environment. Finally in estimation part, asymmetric parabola fitting with NCC method improves estimation of obstacle detection. This stereo vision system can be applied to many applications such as unmanned vehicle and robot.

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Normalization and Search of the UV/VIS Spectra Measured from TLC/HPTLC (TLC/HPTLC에서 측정된 자외/가시부 스펙트럼의 표준화 및 검색)

  • Kang, Jong-Seong
    • YAKHAK HOEJI
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    • v.38 no.4
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    • pp.366-371
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    • 1994
  • To improve the identification power of TLC/HPTLC the in situ reflectance spectra obtained directly from plates with commercial scanner are used. The spectrum normalization should be carried out prior to comparing and searching the spectra from library for the identification of compounds. Because the reflectance does not obey the Lambert-Beer's law, there arise some problems in normalization. These problems could be solved to some extent by normalizing the spectra with regression methods. The spectra are manipulated with the regression function of a curve obtained from the correlation plot. When the parabola was used as the manipulating function, the spectra were identified with the accuracy of 97% and this result was better than that of conventionally used the point and area normalization method.

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Free Vibrations of Horizontally Curved Beams with Transient Curve (완화곡선을 갖는 수평 곡선보의 자유진동)

  • 이병구;진태기;이태은
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.12 no.1
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    • pp.82-88
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    • 2002
  • This paper deals with the free vibrations of horizontally curved beams with transition curve. Based on the dynamic equilibrium equations of a curved beam element subjected to the stress resultants and inertia forces, the governing differential equations are derived for the out-of-plane vibration of curved beam wish variable curvature. This equations are applied to the beam having transition curve in which the third parabolic curve is chosen in this study. The differential equations are solved by the numerical procedures for calculating the natural frequencies. As the numerical results, the various parametric studies effecting on natural frequencies are investigated and its results are presented in tables and figures. Also the laboratory scaled experiments were conducted for verifying the theories developed herein.

An experimental study on the Ground deformation caused by sea-dike construction (방조제 축조에 따른 지반의 변형에 관한 실험연구)

  • 김성필
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.42 no.5
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    • pp.78-83
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    • 2000
  • When a sea-dike is constructed on soft soils, it is much difficult to calculate ground deformation caused by forced displacements. In this study , a series of laboratory model tests have been performed to investigate the ground deformation under a constructed sea-dike on soft soils. Construction sequence of sea-dike embankment was assumed such as constructed by quarry first and followed by soils adjacent to quarry embankment. as test data and displacement in subsoils have been analyzed, it seems that deformation is caused by general shear failure. the shape of ground deformation caused by forced displacements was well defined be parabola . Upon comparing profiles and depth of forced displacement from the model test to those based on stress-baring capacity method commonly used, it has been found that deformation prediction using stress-bearing capacity method was not exact at the edge of loading.

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Preparation of Porous Nano Template of Parabola Shape by Anodic Aluminum Oxide (알루미늄 양극산화에 의한 포물선 형태의 다공성 나노 템플릿 제조)

  • Kim, An-Na;Kim, Hyeon-Jong;Im, Ha-Na;Jeong, Ji-Hye;Sin, Chi-Ho;Park, Chun-Man;Yu, Bong-Yeong
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2015.11a
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    • pp.274-274
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    • 2015
  • 양극산화를 통해 생기는 다공성 알루미나 산화막의 기공은 전해질과 적절한 온도 등 제작 조건에서 자기 조립하여 고도로 정렬된 (Highly ordered) 나노기공을 가지는 AAO (AnodicAluminum Oxide)를 제조하는데 주로 쓰이고 있다. 본 연구에서는 다단계 산화방법으로 빛의 파장에 무관하게 빛의 반사를 매우 효과적으로 줄이는 포물선 형태의 Moth-eye 구조를 가지는 템플릿을 제조하였다. SEM 측정을 통해 구조체 다공성 알루미늄 산화막의 표면적 변화를 알 수 있었고, 일정한 크기와 모양의 pore가 규칙적으로 형성된 것을 확인하였다. 그리고 제조된 템플릿 내부에 고분자를 채워 포물선 형태의 나노핀을 갖는 필름을 제조할 수 있었다.

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