A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Networked pseudodynamic testing of bridge pier and precast pile foundation
Abstract Using the internet-based network platform NetSLab, the seismic response of bridge pier and precast concrete pile foundation was investigated in this study. NetSLab was developed based on client/server concept along with a data model and communication protocols, and is capable of transferring control and feedback data and signals among geographically distributed laboratories or computers connected by the Internet. In this study, the bridge column was simulated numerically whereas the full-scale prestressed/precast pile model was tested physically with predetermined moment distribution along the pile model and neglecting pile group effects. The hybrid experimental results indicate that the sudden spalling of the thick concrete cover of the precast pile may cause unstable response of the bridge pier and pile foundation system under simulated earthquake loading, particularly when the bridge is subjected to near fault ground motions. The research also demonstrated the enhanced testing capabilities of the networked pseudo dynamic testing concept.
Networked pseudodynamic testing of bridge pier and precast pile foundation
Abstract Using the internet-based network platform NetSLab, the seismic response of bridge pier and precast concrete pile foundation was investigated in this study. NetSLab was developed based on client/server concept along with a data model and communication protocols, and is capable of transferring control and feedback data and signals among geographically distributed laboratories or computers connected by the Internet. In this study, the bridge column was simulated numerically whereas the full-scale prestressed/precast pile model was tested physically with predetermined moment distribution along the pile model and neglecting pile group effects. The hybrid experimental results indicate that the sudden spalling of the thick concrete cover of the precast pile may cause unstable response of the bridge pier and pile foundation system under simulated earthquake loading, particularly when the bridge is subjected to near fault ground motions. The research also demonstrated the enhanced testing capabilities of the networked pseudo dynamic testing concept.
Networked pseudodynamic testing of bridge pier and precast pile foundation
Xiao, Y. (author) / Guo, Y.R. (author) / Zhu, P.S. (author) / Kunnath, S. (author) / Martin, G.R. (author)
Engineering Structures ; 38 ; 32-41
2011-12-11
10 pages
Article (Journal)
Electronic Resource
English
Networked pseudodynamic testing of bridge pier and precast pile foundation
| Online Contents | 2012
Pseudodynamic Tests of Partially Concrete-Filled Steel Bridge Pier Models
| British Library Conference Proceedings | 1997
Bidirectional Pseudodynamic Testing
| Online Contents | 2009
Bridge pier group pile foundation stability evaluation method
| European Patent Office | 2023