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Dan Danhui

Researcher at Tongji University

Publications -  12
Citations -  190

Dan Danhui is an academic researcher from Tongji University. The author has contributed to research in topics: Finite element method & Vibration. The author has an hindex of 6, co-authored 11 publications receiving 115 citations. Previous affiliations of Dan Danhui include Xinjiang University.

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Analysis on the dynamic characteristic of a tensioned double-beam system with a semi theoretical semi numerical method

TL;DR: In this paper, the dynamic characteristic of an inclined and tensioned double-beam system is investigated, and a numerical equation rooting approach is developed to solve the dynamical properties of the proposed equation.
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A novel analysis method for damping characteristic of a type of double-beam systems with viscoelastic layer

TL;DR: In this article, an analysis method based on dynamic stiffness method and Wittrick-Williams algorithm is presented in order to fully understand the damping characteristics of the viscoelastic double-beam system.
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A dynamic stiffness-based modal analysis method for a double-beam system with elastic supports

TL;DR: An exact modal analysis method for the double-beam system based on the dynamic stiffness method that can consider the effect of boundary conditions, the differences in the material and structural of the two beams, the axial forces and other factors simultaneously without any approximation is proposed.
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Experimental and theoretical study on cable-supporting system

TL;DR: In this paper, an exact dynamic analysis method for suspension type cables is proposed by the author, and the results show that the calculation result agrees well with the measured results, the maximum relative error of each condition is basically no more than 2%.
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A novel method for dynamic analysis of complex multi-segment cable systems

TL;DR: An exact dynamic analysis method which can consider the influence of multiple factors such as bending stiffness, sag, and additional cable force based on dynamic stiffness theory is proposed, and the analytical expression of the additional cable forces of multi-segment cable systems is obtained.