英文摘要 |
The whole seismic performance of a structure is related to both the structure and its foundation. Researches on seismic performance of structures are mainly for superstructures; however, studies on foundation’s performance are relatively few. Starting from the pile foundation, this study attempts to investigate the seismic performance of the pile foundation by using a nonlinear static push-over analysis. To show the effectiveness of the proposed push-over model, test data of large-scale single-pile lateral test at Chiayi was adopted for demonstration. Besides, a design case of the planned Exhibition Hall for the conservation of Chelunpu fault trench was selected for case study to show the influence of soil-structure effects on seismic performance of structures. |