Effect of Ground Motion Time–Frequency Non-Stationarity on Seismic Response of High-Speed Railway Simply Supported Bridge Based on Wavelet Packet Transform
| Author(s): |
Biao Wei
(School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
Andong Lu
(School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
Lizhong Jiang
(School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
Lu Yan
(Department of Civil Engineering, McGill University, Montreal, Quebec, H3A 0C8, Canada)
Zechuan Sun
(School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
|
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | International Journal of Structural Stability and Dynamics, January 2024, n. 22, v. 24 |
| DOI: | 10.1142/s021945542450247x |
- About this
data sheet - Reference-ID
10760613 - Published on:
23/03/2024 - Last updated on:
10/11/2024
Structurae cooperates with
