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Collapse analysis of externally prestressed structures /
The use of external prestressing is becoming more popular throughout Europe due to their expected higher durability and the possibility of active maintenance of the prestressing cables. Questions have been raised about the behaviour of these structures beyond service loads. A comprehensive numerical...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Hamburg :
Diplomica Verlag,
2009.
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| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Tandler, Jens. | |
| 245 | 1 | 0 | |a Collapse analysis of externally prestressed structures / |c Jens Tandler. |
| 260 | |a Hamburg : |b Diplomica Verlag, |c 2009. | ||
| 300 | |a 1 online resource (xv, 107, [30] pages) : |b illustrations (some color) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 500 | |a Cover title. | ||
| 504 | |a Includes bibliographical references. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Collapse analysis of externally prestressed structures; Abstract; Contents at a Glance; Contents; Acknowledgements; Notation; 1 Introduction; 2 Behaviour of externally prestressed structures; 3 Collapse analysis; 4 Results; 5 Discussion of the results; 6 Conclusion and Recommendations; References; Codes of practice; Appendix. | |
| 520 | |a The use of external prestressing is becoming more popular throughout Europe due to their expected higher durability and the possibility of active maintenance of the prestressing cables. Questions have been raised about the behaviour of these structures beyond service loads. A comprehensive numerical analysis has been carried out comparing the behaviour of three different types of externally prestressed bridges to a conventionally internally prestressed bridge. The external types are a monolithically built bridge with external tendons, a monolithically built bridge with external tendons and bloc. | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Prestressed construction. | |
| 650 | 0 | |a Building failures. | |
| 650 | 0 | |a Structural failures. | |
| 650 | 6 | |a Structures précontraintes. | |
| 650 | 6 | |a Constructions |x Effondrement. | |
| 650 | 7 | |a structural failures. |2 aat | |
| 650 | 7 | |a building failures. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Structural failures |2 fast | |
| 650 | 7 | |a Building failures |2 fast | |
| 650 | 7 | |a Prestressed construction |2 fast | |
| 758 | |i has work: |a Collapse analysis of externally prestressed structures (Text) |1 https://id.oclc.org/worldcat/entity/E39PCFMFMdyTWWBQYq7qFQ9DD3 |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Tandler, Jens. |t Collapse analysis of externally prestressed structures. |d : Diplomica Verlag, ©2009 |z 9783836672986 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=594979 |z Texto completo |
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