Dynamic response comparison between four different structural bridge typologies used in the Spanish High-Speed Rail Network
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Bibliographic Details
| Author(s): |
Jose-Luis Sanchez-Jimenez
(TYPSA, Madrid, Spain)
Ramon Campoamor Gomez (TYPSA, Madrid, Spain) Javier Vaquero Molina (TYPSA, Madrid, Spain) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016 | ||||
| Published in: | IABSE Congress Stockholm, 2016 | ||||
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| Page(s): | 190-197 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2016 | ||||
| DOI: | 10.2749/stockholm.2016.0190 | ||||
| Abstract: |
Over the past decades, clear and sound analysis criteria have been applied to determine the dynamic behaviour of high-speed viaducts, most of them sharing typology and general features. However, lately, bridges for new high-speed rail corridors face new challenges. Therefore, new considerations might need to be considered in regular dynamic analysis. |
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| Keywords: |
viaduct typologies high-speed acceleration dynamic analysis torsional effects impact factor vibrating mass resonance effects computational requirements
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