Abstract
The impact of stay cable modeling on the multi-mode buffeting response and the vibration characteristics in studying the dynamic behavior of cable-stayed bridges are considered. The single-element and multiple element schemes were used to represent the stay cables in their finite element model. The response of these two models to earthquake excitation was investigated. The use of multiple element cable system would distinctly alter the dynamic response characteristics of the bridge.
Original language | English (US) |
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Pages | 180-184 |
Number of pages | 5 |
State | Published - 1997 |
Externally published | Yes |
Event | Proceedings of the 1997 15th Structures Congress. Part 2 (of 2) - Portland, OR, USA Duration: Apr 13 1997 → Apr 16 1997 |
Other
Other | Proceedings of the 1997 15th Structures Congress. Part 2 (of 2) |
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City | Portland, OR, USA |
Period | 4/13/97 → 4/16/97 |
ASJC Scopus subject areas
- Building and Construction
- Architecture