Beschreibung
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.
Autorenporträt
Inhaltsangabe1 Introductory Report.- 2 Some Problems of Partial Prestressing.- 3 Problems of Partial Prestressing.- 4 Partially Prestressed Concrete Members Under Static Loading: American Perspective.- 5 Partially Prestressed Concrete Members Under Static Loading.- 6 Partially Prestressed Concrete Members: Repeated Loading.- 7 Partially Prestressed Concrete Members for Earthquake Resistant Design and Construction.- 8 Continuity in Prestressed Concrete.- 9 Continuous Partially Prestressed Structures: European Perspective.- 10 Secondary Moments and Temperature Effects in the Design of PPC Structures.- 11 Practice of Partial Prestressing for Continuous Post-Tensioned Structures.- 12 Partial Prestressing for Pre-Tensioned Concrete Products in U.S. and Canada.- 18 Bibliography of Partial Prestressing.
