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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Danhua Chen |
| Copyright Year | 2011 |
| Description | Author affiliation: College of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China (Danhua Chen) |
| Abstract | Through monolithic analysis on track and bridge structure, the author finds bridge length range and working features of simply-supported long bridge's piers subjected to braking force. According to mechanical features, the simplified calculation model is established. By dynamical analysis and calculation, the dynamical coefficient and displacement response curve at top of pier are gained. The author deduces the ratio of braking force born by long bridge's mid substructure to braking force on track surface in a girder span. The author also deduces variable curves of bridge length subjected to braking force. |
| Starting Page | 6815 |
| Ending Page | 6818 |
| File Size | 321332 |
| Page Count | 4 |
| File Format | |
| ISBN | 9781424494361 |
| e-ISBN | 9781424494392 |
| DOI | 10.1109/MACE.2011.5988612 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2011-07-15 |
| Publisher Place | China |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | Bridges Structural panels Railway engineering Publishing Pier Force Dynamics Simply-supported bridge Rail transportation Braking force |
| Content Type | Text |
| Resource Type | Article |
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