Numerical Simulation on Seismic Performance of HPS-UHPFRC Composite Pier-foundation Embedded Joint
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Bibliografische Angaben
| Autor(en): |
Dandan He
(Department of Bridge Engineering, College of Highways, Chang''an University, Xi’an, CHINA)
Qian Wang (Department of Bridge Engineering, College of Highways, Chang'an University, Xi’an, China) Lan Duan (Department of Bridge Engineering, College of Highways, Chang''an University, Xi’an, CHINA) Chunsheng Wang (Department of Bridge Engineering, College of Highways, Chang''an University, Xi’an, CHINA) Feng Cheng (Xi'an Transportation Bureau, Xi’an, China) |
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Veröffentlicht in: | IABSE Congress Nanjing 2022 | ||||
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| Seite(n): | 695-702 | ||||
| Anzahl der Seiten (im PDF): | 8 | ||||
| DOI: | 10.2749/nanjing.2022.0695 | ||||
| Abstrakt: |
The assembled composite bridge pier with high performance steel (HPS) and ultra-high performance fibre reinforced cementitious composite material (UHPFRC) possess the advantages of factory production and good seismic performance. In order to improve the connection degree and seismic performance of pier-foundation embedded joint in HPS-UHPFRC composite pier, PBL shear connectors and UHPFRC were adopted in the embedded part. Numerical simulation was carried out on the seismic performance of the joint with PBL shear connectors and without the connectors. Besides, the parametric analysis of the main influencing factors was conducted, including the construction of PBL shear connector, embedded depth of the pier and material types of the joint. The influence laws were obtained through the comparisons, and reasonable suggestions were provided for the design of HPS-UHPFRC composite pier-foundation joint. |
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| Lizenz: | Die Urheberrechte (Copyright) für dieses Werk sind rechtlich geschützt. Es darf nicht ohne die Zustimmung des Autors/der Autorin oder Rechteinhabers/-in weiter benutzt werden. |
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