Numerical modeling of hydrodynamic added mass and added damping for elastic bridge pier
Abstract This paper presents a numerical model using the boundary element method for determining the hydrodynamic added mass and added damping of an elastic bridge pier with arbitrary cross-section. Combining the Euler–Bernoulli beam theory with the constant boundary element method, the modal superp...
Main Authors: | Yanfeng Wang, Zilong Ti |
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Format: | Article |
Language: | English |
Published: |
SpringerOpen
2023-10-01
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Series: | Advances in Bridge Engineering |
Subjects: | |
Online Access: | https://doi.org/10.1186/s43251-023-00104-2 |
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