Triple

Given a phrase, classify it is english named entity (e.g., persons, organizations, works of art) in Latin script, or not (e.g., literals, dates, URLs, verbose phrases). For disambiguation, the statement where the phrase occurs as object is also given. Please return a JSON object with `phrase` (string, the phrase being analyzed) and `is_ne` (boolean, indicating whether the phrase is a Named Entity).

Phrase: Koiter asymptotic expansion in stability analysis | Statement: [Warner T. Koiter, notableConcept, Koiter asymptotic expansion in stability analysis]

Target entity: Koiter asymptotic expansion in stability analysis
Context triple: [Warner T. Koiter, notableConcept, Koiter asymptotic expansion in stability analysis]

• A. Mindlin plate theory
  Mindlin plate theory is a refined mathematical model in structural mechanics that accounts for shear deformation and rotary inertia to more accurately describe the bending behavior of moderately thick plates.
• B. Finite Elements of Nonlinear Continua
  "Finite Elements of Nonlinear Continua" is a foundational textbook by J. Tinsley Oden that develops the theory and application of finite element methods for analyzing nonlinear solid and structural mechanics problems.
• C. “Influence of rotatory inertia and shear on flexural motions of isotropic elastic plates”
  “Influence of rotatory inertia and shear on flexural motions of isotropic elastic plates” is a seminal paper by Raymond D. Mindlin that introduced a refined plate theory accounting for shear deformation and rotary inertia effects in elastic plate vibrations.
• D. Computational Methods in Nonlinear Mechanics
  Computational Methods in Nonlinear Mechanics is a foundational scholarly work that develops numerical and theoretical techniques for analyzing complex nonlinear mechanical systems, particularly within the framework of computational mechanics and finite element methods.
• E. Timoshenko beam theory
  Timoshenko beam theory is a refined structural model that accounts for both shear deformation and rotational inertia in beams, providing more accurate predictions of their behavior than classical Euler–Bernoulli beam theory, especially for short or deep beams.
• F. None of above. chosen
• G. Unsure - the case is ambiguous/there is not enough information to decide.

Target entity: Koiter asymptotic expansion in stability analysis
Target entity description: The Koiter asymptotic expansion in stability analysis is a foundational mathematical method for accurately predicting the post-buckling behavior and imperfection sensitivity of thin-walled structures under load.

• A. Mindlin plate theory
  Mindlin plate theory is a refined mathematical model in structural mechanics that accounts for shear deformation and rotary inertia to more accurately describe the bending behavior of moderately thick plates.
• B. Finite Elements of Nonlinear Continua
  "Finite Elements of Nonlinear Continua" is a foundational textbook by J. Tinsley Oden that develops the theory and application of finite element methods for analyzing nonlinear solid and structural mechanics problems.
• C. “Influence of rotatory inertia and shear on flexural motions of isotropic elastic plates”
  “Influence of rotatory inertia and shear on flexural motions of isotropic elastic plates” is a seminal paper by Raymond D. Mindlin that introduced a refined plate theory accounting for shear deformation and rotary inertia effects in elastic plate vibrations.
• D. Computational Methods in Nonlinear Mechanics
  Computational Methods in Nonlinear Mechanics is a foundational scholarly work that develops numerical and theoretical techniques for analyzing complex nonlinear mechanical systems, particularly within the framework of computational mechanics and finite element methods.
• E. Timoshenko beam theory
  Timoshenko beam theory is a refined structural model that accounts for both shear deformation and rotational inertia in beams, providing more accurate predictions of their behavior than classical Euler–Bernoulli beam theory, especially for short or deep beams.
• F. None of above. chosen