Cable supported bridge under movement of foundation due to earthquake
| Author(s): |
Yasutsugu Yamasaki
Torahiko Ikeda |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | IABSE Symposium: Long-Span and High-Rise Structures, Kobe, Japan, September 1998 |
| Published in: | IABSE Symposium Kobe 1998 |
| Page(s): | 403-408 |
| Year: | 1998 |
| DOI: | 10.5169/seals-59901 |
| Abstract: | The experience of the Akashi Kaikyo Bridge hit by the earthquake indicates that a suspension bridge is such bridge as not seriously effected by movement of foundation as compared with a cable stayed bridge. If the bridge was cable stayed bridge, much more damages would be observed. This paper describes the magnitude of stress of suspension bridge and cable stayed bridge having the same span length caused by movement of foundation due to earthquake. |
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