H
Houjun Kang
Researcher at Hunan University
Publications - 56
Citations - 477
Houjun Kang is an academic researcher from Hunan University. The author has contributed to research in topics: Nonlinear system & Arch. The author has an hindex of 12, co-authored 38 publications receiving 325 citations. Previous affiliations of Houjun Kang include Guangxi University & University of Western Sydney.
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Analysis on two types of internal resonance of a suspended bridge structure with inclined main cables based on its sectional model
TL;DR: In this article, the authors investigated the internal resonance phenomenon of a suspended bridge structure with a 6-Degree-of-freedom sectional model and found that the primary resonance of the second mode of the system under harmonic excitation is firstly studied.
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Modal resonant dynamics of cables with a flexible support: A modulated diffraction problem
TL;DR: In this paper, the modal resonant dynamics of cables with a flexible support is defined as a modulated (wave) diffraction problem, and investigated by asymptotic expansions of the cable-support coupled system.
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Analytical and experimental dynamic behavior of a new type of cable-arch bridge
TL;DR: In this article, a model cable-arch bridge with a total length of 25.6m was used to study the dynamic behavior of a model arch-based bridge with different modes and conditions.
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Effect of cut-off order of nonlinear stiffness on the dynamics of a sectional suspension bridge model
TL;DR: In this article, the nonlinear dynamics of a suspended bridge deck with inclined main cables and its sensitivity to nonlinear stiffness were investigated via a 6-DoF sectional model in four configurations with different main cable inclination angles.
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Two perturbation formulations of the nonlinear dynamics of a cable excited by a boundary motion
TL;DR: In this article, a nonlinear cable excited by an inclined boundary motion, termed as cable's moving boundary problem, is attacked by two different perturbation approaches, i.e., boundary modulation formulation and the quasi-static drift formulation.