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Time-Dependent Behaviour of Concrete Structures.
Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the st...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Hoboken :
Taylor & Francis Ltd.,
2010.
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| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Gilbert, Raymond Ian. | |
| 245 | 1 | 0 | |a Time-Dependent Behaviour of Concrete Structures. |
| 260 | |a Hoboken : |b Taylor & Francis Ltd., |c 2010. | ||
| 300 | |a 1 online resource (447 pages) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 505 | 0 | |a Book Cover; Title; Copyright; Contents; Preface; Acknowledgements; Notation and sign convention; 1 Time-dependent deformation; 2 Material properties; 3 Design for serviceability: Deflection and crack control; 4 Uncracked sections: Axial loading; 5 Uncracked sections: Axial force and uniaxial bending; 6 Uncracked sections: Axial force and biaxial bending; 7 Cracked sections; 8 Members and structures; 9 Stiffness method and finite-element modelling; Appendix A: Analytical formulations: Euler-Bernoulli beam model; Index. | |
| 520 | |a Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in codes of practice are relatively crude and, in some situations, unreliable and do not adequately model the in-service behaviour of structures. In particular, they fail to adequately account for the effects of creep and shrinkage of the concrete. Des. | ||
| 588 | 0 | |a Print version record. | |
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Concrete |x Deterioration. | |
| 650 | 0 | |a Concrete |x Service life. | |
| 650 | 0 | |a Concrete structures. | |
| 650 | 6 | |a Béton |x Détérioration. | |
| 650 | 7 | |a Concrete |x Deterioration |2 fast | |
| 650 | 7 | |a Concrete |x Service life |2 fast | |
| 700 | 1 | |a Ranzi, Gianluca. | |
| 758 | |i has work: |a Time-Dependent Behaviour of Concrete Structures (Text) |1 https://id.oclc.org/worldcat/entity/E39PCG8vKbvRJQM8rJJBfrwWcP |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Gilbert, Raymond Ian. |t Time-Dependent Behaviour of Concrete Structures. |d Hoboken : Taylor & Francis Ltd, ©2010 |z 9780415493840 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=592944 |z Texto completo |
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