| Vol. - No. | Vol.9 - No.4 |
|---|---|
| Date | Dec., 2020 |
| Title | Study on Integrity Assessment of Pile Foundation Based on Seismic Observation Records |
| Author | Hisatoshi KASHIWA1 |
| Institutions | 1National Institute for Land and Infrastructure Management, Japan |
| Abstract |
Given the importance of quickly recovering livelihoods and economic activity after an earthquake, the seismic performance of the pile foundation is becoming more critical than before. In order to promote seismic retrofit of the pile foundations, it is necessary to develop a method for evaluating the seismic performance of the pile foundation based on the experimental data. In this paper, we focus on the building that was suffered severe damage to the pile foundation, conduct simulation analyses of the building, and report the results of evaluating the dynamic characteristics when piles are damaged using a system identification method. As a result, an analysis model that can accurately simulate the behavior of the damaged building during an earthquake was constructed, and it was shown that the system identification method could extract dynamic characteristics that may damage piles. |
| Keyword | soil-structure interaction, strong seismic records, damage of pile, simulation analysis, system identification |
| PP. | PP.369~376 |
| Paper File |
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