Bridge Damping Formula Based on Instantaneous Amplitudes of Vehicle’s Front and Rear Contact Responses by Hilbert Transform
| Author(s): |
Y. B. Yang
(School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
M. Yang (School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China) Ding-Han Liu (School of Civil Engineering, Tsinghua University, Beijing 100084, P. R. China) Y. H. Liu
(School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
H. Xu
(School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China)
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|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | International Journal of Structural Stability and Dynamics |
| DOI: | 10.1142/s0219455424710068 |
- About this
data sheet - Reference-ID
10745029 - Published on:
28/10/2023 - Last updated on:
28/10/2023
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