• 제목/요약/키워드: Etude

검색결과 48건 처리시간 0.02초

에쮸드(Etude)를 활용한 배우의 역할창조 사례연구 - 연극 <춤추며 간다.>를 중심으로 - (A Case Study on the Role Creation of Actors Using Etude - Centering on the Play -)

  • 이정하
    • 한국엔터테인먼트산업학회논문지
    • /
    • 제13권3호
    • /
    • pp.101-110
    • /
    • 2019
  • 배우의 예술작업은 무대에서 작가의 희곡을 바탕으로 역할을 구축하고 창조하는 것이다. 배우의 역할 창조는 작가의 희곡 속 역할을 논리적으로 분석하고 이를 능동적 행동하는 것을 통해서 가능하다. 이것이 실천적 행위를 하는 배우가 상투적 역할구축을 넘어서 살아 있는 배우예술을 실행하는 방법이다. 스타니슬랍스키의 에쮸드가 한국대학교육과 현장에서 운영되는 현시점에서 에쮸드의 활용을 위한 현장작업에서의 사례연구는 반드시 필요하다. 본 연구는 스타니슬랍스키의 과학적이고 체계적인 연기 방법론인 에쮸드가 연기 훈련법으로 연극 교육과 현장에서 적용되는 것에 대한 가치판단을 하기보다는, 이를 좀 더 확장된 배우훈련을 위한 방법론으로 현장에서 배우들에게 인식되고 적용되는 사례가 될 것이다. 필자는 연극 <춤추며 간다.>의 연습과정에서 스타니슬랍스키의 연기메소드인 에쮸드활용에 대한 방법론을 소개하고 '에쮸드를 어떻게 적용할 수 있는가?'에 대한 연기적 창작과정 모형의 예를 제시하고자 한다. 이러한 연구와 적용을 통해서 배우들은 상투적 연기와 매너리즘에 빠지는 것을 방지하고, 무대에서 살아있는 배우예술, 즉 실천적 역할창조를 위한 연기지침서의 기틀을 마련할 수 있을 것이다.

Free vibration of functionally graded carbon nanotubes reinforced composite nanobeams

  • Miloud Ladmek;Abdelkader Belkacem;Ahmed Amine Daikh;Aicha Bessaim;Aman Garg;Mohammed Sid Ahmed Houari;Mohamed-Ouejdi Belarbi;Abdelhak Ouldyerou
    • Advances in materials Research
    • /
    • 제12권2호
    • /
    • pp.161-177
    • /
    • 2023
  • This paper proposes an analytical method to investigate the free vibration behaviour of new functionally graded (FG) carbon nanotubes reinforced composite beams based on a higher-order shear deformation theory. Cosine functions represent the material gradation and material properties via the thickness. The kinematic relations of the beam are proposed according to trigonometric functions. The equilibrium equations are obtained using the virtual work principle and solved using Navier's method. A comparative evaluation of results against predictions from literature demonstrates the accuracy of the proposed analytical model. Moreover, a detailed parametric analysis checks for the sensitivity of the vibration response of FG nanobeams to nonlocal length scale, strain gradient microstructure-scale, material distribution and geometry.

Superharmonic vibrations of sandwich beams with viscoelastic core layer with the multiple scale method

  • Benaoum, Abdelhak;Youzera, Hadj;Abualnour, Moussa;Houari, Mohammed Sid Ahmed;Meftah, Sid Ahmed;Tounsi, Abdelouahed
    • Structural Engineering and Mechanics
    • /
    • 제80권6호
    • /
    • pp.727-736
    • /
    • 2021
  • In this work, mathematical modeling of the passive vibration controls of a three-layered sandwich beam under hard excitation is developed. Kelvin-Voigt Viscoelastic model is considered in the core. The formulation is based on the higher-order zig-zag theories where the normal and shear deformations are taken into account only in the viscoelastic core. The dynamic behaviour of the beam is represented by a complex highly nonlinear ordinary differential equation. The method of multiple scales is adopted to solve the analytical frequency-amplitude relationships in the super-harmonic resonance case. Parametric studies are carried out by using HSDT and first-order deformation theory by considering different geometric and material parameters.

On the effect of porosity on the shear correction factors of functionally graded porous beams

  • Ben Abdallah Medjdoubi;Mohammed Sid Ahmed Houari;Mohamed Sadoun;Aicha Bessaim;Ahmed Amine Daikh;Mohamed-Ouejdi Belarbi;Abdelhak Khechai;Aman Garg;Mofareh Hassan Ghazwani
    • Coupled systems mechanics
    • /
    • 제12권3호
    • /
    • pp.199-220
    • /
    • 2023
  • This article presents a new analytical model to study the effect of porosity on the shear correction factors (SCFs) of functionally graded porous beams (FGPB). For this analysis, uneven and logarithmic-uneven porosity functions are adopted to be distributed through the thickness of the FGP beams. Critical to the application of this theory is a determination of the correction factor, which appears as a coefficient in the expression for the transverse shear stress resultant; to compensate for the assumption that the shear strain is uniform through the depth of the cross-section. Using the energy equivalence principle, a general expression is derived from the static SCFs in FGPB. The resulting expression is consistent with the variationally derived results of Reissner's analysis when the latter are reduced from the two-dimensional case (plate) to the one-dimensional one (beam). A convenient algebraic form of the solution is presented and new study cases are given to illustrate the applicability of the present formulation. Numerical results are presented to illustrate the effect of the porosity distribution on the (SCFs) for various FGPBs. Further, the law of changing the mechanical properties of FG beams without porosity and the SCFare numerically validated by comparison with some available results.

The effect of transverse shear deformation on the post-buckling behavior of functionally graded beams

  • Meksi, Ali;Youzera, Hadj;Sadoun, Mohamed;Abbache, Ali;Meftah, Sid Ahmed;Tounsi, Abdelouahed;Hussain, Muzamal
    • Steel and Composite Structures
    • /
    • 제44권1호
    • /
    • pp.81-89
    • /
    • 2022
  • The purposes of the present work it to study the effect of shear deformation on the static post-buckling response of simply supported functionally graded (FGM) axisymmetric beams based on classical, first-order, and higher-order shear deformation theories. The behavior of postbuckling is introduced based on geometric nonlinearity. The material properties of functionally graded materials (FGM) are assumed to be graded in the thickness direction according to a simple power law distribution in terms of the volume fractions of the constituents. The equations of motion and the boundary conditions derived using Hamilton's principle. This article compares and addresses the efficiency, the applicability, and the limits of classical models, higher order models (CLT, FSDT, and HSDT) for the static post-buckling response of an asymmetrically simply supported FGM beam. The amplitude of the static post-buckling obtained a solving the nonlinear governing equations. The results showing the variation of the maximum post-buckling amplitude with the applied axial load presented, for different theory and different parameters of material and geometry. In conclusion: The shear effect found to have a significant contribution to the post-buckling behaviors of axisymmetric beams. As well as the classical beam theory CBT, underestimate the shear effect compared to higher order shear deformation theories HSDT.

Nonlocal strain gradient theory for bending analysis of 2D functionally graded nanobeams

  • Aicha Bessaim;Mohammed Sid Ahmed Houari;Smain Bezzina;Ali Merdji;Ahmed Amine Daikh;Mohamed-Ouejdi Belarbi;Abdelouahed Tounsi
    • Structural Engineering and Mechanics
    • /
    • 제86권6호
    • /
    • pp.731-738
    • /
    • 2023
  • This article presents an analytical approach to explore the bending behaviour of of two-dimensional (2D) functionally graded (FG) nanobeams based on a two-variable higher-order shear deformation theory and nonlocal strain gradient theory. The kinematic relations are proposed according to novel trigonometric functions. The material gradation and material properties are varied along the longitudinal and the transversal directions. The equilibrium equations are obtained by using the virtual work principle and solved by applying Navier's technique. A comparative evaluation of results against predictions from literature demonstrates the accuracy of the proposed analytical model. Moreover, a detailed parametric analysis checks for the sensitivity of the bending and stresses response of (2D) FG nanobeams to nonlocal length scale, strain gradient microstructure scale, material distribution and geometry.

An accurate analytical model for the buckling analysis of FG-CNT reinforced composite beams resting on an elastic foundation with arbitrary boundary conditions

  • Aicha Remil;Mohamed-Ouejdi Belarbi;Aicha Bessaim;Mohammed Sid Ahmed Houari;Ahmed Bouamoud;Ahmed Amine Daikh;Abderrahmane Mouffoki;Abdelouahed Tounsi;Amin Hamdi;Mohamed A. Eltaher
    • Computers and Concrete
    • /
    • 제31권3호
    • /
    • pp.267-276
    • /
    • 2023
  • The main purpose of the current research is to develop an efficient two variables trigonometric shear deformation beam theory to investigate the buckling behavior of symmetric and non-symmetric functionally graded carbon nanotubes reinforced composite (FG-CNTRC) beam resting on an elastic foundation with various boundary conditions. The proposed theory obviates the use to shear correction factors as it satisfies the parabolic variation of through-thickness shear stress distribution. The composite beam is made of a polymeric matrix reinforced by aligned and distributed single-walled carbon nanotubes (SWCNTs) with different patterns of reinforcement. The material properties of the FG-CNTRC beam are estimated by using the rule of mixture. The governing equilibrium equations are solved by using new analytical solutions based on the Galerkin method. The robustness and accuracy of the proposed analytical model are demonstrated by comparing its results with those available by other researchers in the existing literature. Moreover, a comprehensive parametric study is presented and discussed in detail to show the effects of CNTs volume fraction, distribution patterns of CNTs, boundary conditions, length-to-thickness ratio, and spring constant factors on the buckling response of FG-CNTRC beam. Some new referential results are reported for the first time, which will serve as a benchmark for future research.

Empire Style의 복장에 관한 연구 -프랑스의 1789~1815년을 중심으로- (Etude sur Ie Costume de Style d'Empire -De 1789 $\`{a}$ 1815 en France-)

  • 김옥진
    • 한국의류학회지
    • /
    • 제5권2호
    • /
    • pp.1-12
    • /
    • 1981
  • Nous avons essaye, dans cette etude, de deceler les caracteristiques de la silhouette du style d'Empire en eclairant it la fois le processus de sa formation ai travers La Monarchie, La Republique, Le Directoire, Le Consulat et l'Empire. Nous avons souligne comme suit: En premier lieu, comme les caracteristiques generaux, la simp lification et la democratisation. En second lieu, comme celles de La Monarchie et de La Republique, la transformation renovatrice en forme grossiere du style cylindriforme de la mode d'epoque ancienne. En troisieme lieu, comme celles du Directoire, la formation de l'unite esthetique au haut degre et les lignes naturelles du corps. En quatrieme lieu, comme celles du Consulat et de l'Empire, l'achevement du style d'Empire d'ornement somptueux refletant l'autorite politique de l'Empereur.

  • PDF

Nonlinear damping and forced vibration analysis of laminated composite plates with composite viscoelastic core layer

  • Youzera, Hadj;Ali, Abbache;Meftah, Sid Ahmed;Tounsi, Abdelouahed;Hussain, Muzamal
    • Steel and Composite Structures
    • /
    • 제44권1호
    • /
    • pp.91-104
    • /
    • 2022
  • The purpose of the present work is to study the parametric nonlinear vibration behavior of three layered symmetric laminated plate. In the analytical formulation; both normal and shear deformations are considered in the core layer by means of the refined higher-order zig-zag theory. Harmonic balance method in conjunction with Galerkin procedure is adopted for simply supported laminate plate, to obtain its natural and damping properties. For these aims, a set of complex amplitude equations governed by complex parameters are written accounting for the geometric nonlinearity and viscoelastic damping factor. The frequency response curves are presented and discussed by varying the material and geometric properties of the core layer.

크리스티앙 볼크만(Christian Volckman)의 장편 애니메이션 <르네상스(Renaissance)> 의 해석에 대한 방법적 시도 (Une lecture du film d'animation do Christian Volckman)

  • 한상정
    • 만화애니메이션 연구
    • /
    • 통권13호
    • /
    • pp.199-210
    • /
    • 2008
  • 이 논문은 프랑스의 장편 애니메이션 르네상스의 미학적 분석을 시도한다. 애니메이션은 '이미지 서사'이므로, 이미지만을 분석하거나 또는 이미지와 무관한 이야기만을 분석할 수 없다. 따라서 이 논문에서는 작품 분석의 하나의 표본으로써, 작품제작의 콘텍스트와 스토리 라인, 이미지의 특성들, 내용적 측면에서의 특성들, 그리고 이를 모두 포괄하는 미학적 특성들이라는 측면으로 접근하려 한다. 이러한 순차적인 접근은 하나의 작품을 평가하는 데 있어서 어떤 부분이 어떤 식으로 탁월하거나 또는 반복적이라는 점을 지적함으로써 작품에 대한 전체적인 평가를 허용한다. 마지막으로, 이러한 접근 방식이 지니는 한계점에 대해서도 지적한다.

  • PDF