Paper Title:
Seismic Vulnerability of Long-Span Continuous Rigid Frame Bridge with High Pier Based on Fiber Model and IDA Method
| Periodical | Advanced Materials Research (Volumes 255 - 260) |
|---|---|
| Main Theme | Advances in Civil Engineering |
| Edited by | Jingying Zhao |
| Pages | 2573-2578 |
| DOI | 10.4028/www.scientific.net/AMR.255-260.2573 |
| Citation | Yin Gu et al., 2011, Advanced Materials Research, 255-260, 2573 |
| Online since | May, 2011 |
| Authors | Yin Gu, Wei Dong Zhuo, Wen Ting Zheng |
| Keywords | Damage Index, Fiber Model, Incremental Dynamic Analysis, Long-Span Continuous Rigid Frame Bridge with High Pier, Seismic Vulnerability |
| Price | US$ 28,- |
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Abstract
The failure behavior and the vulnerable position of the rigid frame bridge are analyzed by nonlinear response analysis, based on incremental dynamic analysis (IDA). The damage index, applying for long-span continuous rigid frame bridge with high pier, is studied. The seismic vulnerability problem of the whole bridge is analyzed by fiber model. The strain was used for damage index of piers. The displacement was used for damage index of bearings. According to the studies above, the fragility curves are established based on integral performance of the bridge.
