|
| Analysis of the response to earthquake of the pile-soil-single tower cable stayed bridge interaction |
| Revised:April 08, 2004 |
| View Full Text View/Add Comment Download reader |
| DOI：10.7511/jslx20062044 |
| KeyWord:pile-soil,single-tower cable stayed bridge,response of earthquake,freedom ground,end of pile |
| ZOU Li-hua ZHAO Ren-da CHEN Xing-chong |
|
| Hits: 1430 |
| Download times: 9 |
| Abstract: |
| Based on the model of Penzien,the calculation model of single-tower cable stayed bridge in consideration of pile-soil interaction is established,the vibration equation is derived,and the affect of interaction of pile-soil to single-tower cable stayed bridge is analyzed.At the same time,the affect to cable stayed bridge by the input of freedom ground or end of pile is compared.The analysis shows that the interaction of pile-soil has some affect to single tower cable stayed bridge,which is smaller than that of rigidity beam bridge. |
|
|
|