J
Jin Xian-ding
Researcher at Shanghai Jiao Tong University
Publications - 13
Citations - 95
Jin Xian-ding is an academic researcher from Shanghai Jiao Tong University. The author has contributed to research in topics: Timoshenko beam theory & Image warping. The author has an hindex of 5, co-authored 13 publications receiving 92 citations.
Papers
More filters
Journal ArticleDOI
Coupled bending and torsional vibration of axially loaded Bernoulli¿Euler beams including warping effects
TL;DR: In this article, a dynamic transfer matrix method for determining natural frequencies and mode shapes of the bending-torsion coupled vibration of axially loaded thin-walled beams with monosymmetrical cross sections is developed by using a general solution of the governing differential equations of motion based on Bernoulli-Euler beam theory.
Journal ArticleDOI
Response of flexure¿torsion coupled composite thin-walled beams with closed cross-sections to random loads
Li Jun,Jin Xian-ding +1 more
TL;DR: In this article, a study of the flexure-torsion coupled random response of composite beams with solid or thin-walled closed-sections subjected to various types of concentrated and distributed random excitations is dealt with.
Journal ArticleDOI
Response of monosymmetric thin-walled Timoshenko beams to random excitations
TL;DR: In this paper, a study of the bending-torsion coupled random response of the monosymmetric thin-walled beams subjected to various kinds of concentrated and distributed random excitations is dealt with.
Journal ArticleDOI
Dynamic response of axially loaded monosymmetrical thin-walled Bernoulli–Euler beams
TL;DR: In this article, the Bernoulli-Euler beam theory is employed to describe the effects of warping stiffness and axial force on the dynamic behavior of thin-walled beams.
Journal ArticleDOI
Coupled Bending-Torsional Dynamic Response of Axially Loaded Slender Composite Thin-Walled Beam with Closed Cross-Section:
Li Jun,Jin Xian-ding +1 more
TL;DR: In this paper, an analytical method towards investigating the dynamic coupled vibrations of axially loaded slender composite beams with a solid or closed thin-walled cross-section is presented, where the classical composite beam theory is employed and the important effect of axial force is included in the present formulations.