Theoretical study on the nonlinear contact mechanism of reinforced self‐centering bridge pier system based on the Winkler model
Auteur(s): |
Pu Zhang
(Ministry‐of‐Education Key Laboratory of Structural Dynamic Behavior and Control Harbin Institute of Technology Harbin China)
Suchao Li (Ministry‐of‐Education Key Laboratory of Structural Dynamic Behavior and Control Harbin Institute of Technology Harbin China) Dongyu Zhang (Ministry‐of‐Education Key Laboratory of Structural Dynamic Behavior and Control Harbin Institute of Technology Harbin China) |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Earthquake Engineering and Structural Dynamics, 6 novembre 2023, n. 15, v. 52 |
Page(s): | 5033-5049 |
DOI: | 10.1002/eqe.3997 |
- Informations
sur cette fiche - Reference-ID
10735052 - Publié(e) le:
03.09.2023 - Modifié(e) le:
14.01.2024