Z
Zhuangpeng Yi
Researcher at Changsha University of Science and Technology
Publications - 9
Citations - 122
Zhuangpeng Yi is an academic researcher from Changsha University of Science and Technology. The author has contributed to research in topics: Arch & Finite element method. The author has an hindex of 6, co-authored 7 publications receiving 76 citations.
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Nonlinear normal modes of a shallow arch with elastic constraints for two-to-one internal resonances
TL;DR: In this article, the vertical and rotational elastic constraints have a corresponding relationship with the coefficients of modulation equations and influence the natural frequencies and modes, as demonstrated by solving the algebraic eigenvalue equation.
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In-plane non-linear dynamics of the stay cables
TL;DR: In this paper, the authors investigated the nonlinear dynamic response of a stay cable subjected to parametrical and forced excitations, and the effects of some key parameters of the stay cable, such as initial tension force, damping and inclination angle, and excitation frequency and amplitude are discussed.
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Modal interaction activations and nonlinear dynamic response of shallow arch with both ends vertically elastically constrained for two-to-one internal resonance
TL;DR: In this article, the authors investigated the two-to-one internal resonance of the shallow arch with both ends elastically constraining, and the primary resonance case was considered, where the full-basis Galerkin method and the multi-scale method were applied to obtain the modulation equations.
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Modeling and vibratory characteristics of a mass-carrying cable system with multiple pulley supports in span range
TL;DR: In this paper, a theoretical dynamic model of a multi-segment mass-carrying cable system with multiple pulley supports is derived, where the Hamilton principle is used to account for the relative moving boundaries between the cable and the pulley support.
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Nonlinear dynamic behaviors of viscoelastic shallow arches
TL;DR: In this article, the nonlinear dynamic behaviors of nonlinear viscoelastic shallow arches subjected to external excitation are investigated based on the d'Alembert principle and the Euler-Bernoulli assumption, the governing equation of a shallow arch is obtained, where the Leaderman constitutive relation is applied.