H
Hu Ding
Researcher at Shanghai University
Publications - 249
Citations - 5505
Hu Ding is an academic researcher from Shanghai University. The author has contributed to research in topics: Nonlinear system & Vibration. The author has an hindex of 33, co-authored 187 publications receiving 3167 citations. Previous affiliations of Hu Ding include South China Normal University & Nanjing University.
Papers
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Designs, analysis, and applications of nonlinear energy sinks
Hu Ding,Li-Qun Chen +1 more
TL;DR: A comprehensive review of state-of-the-art researches on NESs, highlighting possible complex dynamics resulting in a NES coupled to a structure and suggesting further promising directions, such as NESs for multidirectional vibration reduction, NESs with nonlinearities beyond the cubic, and potential deterioration caused by a NES.
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Nonlinear vibration isolation for fluid-conveying pipes using quasi-zero stiffness characteristics
Hu Ding,Jinchen Ji,Li-Qun Chen +2 more
TL;DR: In this paper, a quasi-zero stiffness system consisting of three linear springs is adopted as the nonlinear isolator to attenuate the transverse vibrations of fluid-conveying pipes induced by foundation excitations.
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Galerkin methods for natural frequencies of high-speed axially moving beams
Hu Ding,Li-Qun Chen +1 more
TL;DR: In this paper, the natural frequencies of planar vibration of axially moving beams are numerically investigated in the supercritical ranges, where the straight equilibrium configuration becomes unstable and bifurcate in multiple equilibrium positions.
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Integration of a nonlinear energy sink and a giant magnetostrictive energy harvester
TL;DR: In this article, a novel approach by integrating nonlinear energy sink (NES) and giant magnetostrictive material (GMM) to realize vibration control and energy harvesting is explored.
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Convergence of Galerkin truncation for dynamic response of finite beams on nonlinear foundations under a moving load
Hu Ding,Li-Qun Chen,Shao-Pu Yang +2 more
TL;DR: In this article, the convergence of the Galerkin method for the dynamic response of an elastic beam resting on a nonlinear foundation with viscous damping subjected to a moving concentrated load is investigated.