Partial Prestressing, From Theory to Practice: Volume I. Survey Reports

Cohn, M.Z. (Editor)

ISBN 10: 9401084750 / ISBN 13: 9789401084758

Edité par Martinus Nijhoff Publishers, 2013

A propos de cet article

428 pages. 9.25x6.10x0.97 inches. In Stock.

N° de réf. du vendeur x-9401084750

Détails bibliographiques

• Titre: Partial Prestressing, From Theory to Practice: Volume I. Survey Reports
• Éditeur: Martinus Nijhoff Publishers
• Date de parution: 2013
• Langue: anglais
• ISBN à 10 chiffres: 9401084750
• ISBN à 13 chiffres: 9789401084758
• Reliure: Paperback
• État de l'article: Brand New
• Poids: 0,65 kilogramme

A propos de ce titre

Synopsis

These volumes contain the edited documents presented at the NATO-Sponsored Advanced Research Workshop (ARW) on Partial Pre8tre88ing, from Theory to Practice, held at the CEBTP Research Centre of Saint-Remy-Ies-Chevreuse, France, June 18-22, 1984. The workshop was a direct extension of the International Symposium on Nonlinearity and Continuity in Pre8tre88ed Concrete, organized by the editor at the University of Waterloo, Waterloo, Canada, July 4-6, 1983. The organization of the NATO-ARW on Partial Prestressing was prompted by the need to explain and reduce the wide dirrerences of expert oph: iipn- on the subject, which make more difficult the accep- tance of partial prestressing by the profession at large. Specifically, the workshop attempted to: - produce a more unified picture of partial presetressing, by con- fronting and, where possible, reconciling some conflicting American and European views on this subject; - bring theoretical advances on partial prestressing within the grasp of engineering practice; - provide the required background for developing some guidelines on the use of partial prestressing, in agreement with existing structural concrete standards. The five themes selected for the workshop agenda were: (1) Problems of Partially Prestressed Concrete (PPC). (2) Partially Prestressed Concrete Members: Static Loading. (3) PPC Members: Repeated and Dynamic Loadings. (4) Continuity in Partially Prestressed Concrete. (5) Practice of Partial Prestressing.