fédération internationale du béton

PDFPrintE-mail
Model UncertaintiesApplication of High Performance Concrete

Ultimate Limit State Design Models

Ultimate Limit State Design Models

Price: CHF90.00

Ask a question about this product

CEB Bulletin No. 223

Title: Ultimate Limit State Design Models - A state-of-art Report

No.: 223

Year: 1995

Pages: 243

ISBN: 978-2-88394-026-0

Abstract: The contribution to this report have been drafted by the responsible authors and were subsequently discussed by the Task Group 2.3 'Ultimate Limit State Models', approved by CEB Commission 2 'Material and Behaviour Modelling', and endorsed by the 30th CEB Plenary Session in Berlin, September 1995: Shear and Flexure in Structural Concrete Beams (Sigrist, Alvarez, Kaufmann), Ultimate Limit State Design of Prestressed Beams (Camara, Durão), ULS Design of Reinforced Concrete Members subjected to Bending, Axial Load and Shear (Fillo, Halvonik, Benko), Ultimate Limit State Design of Structural Concrete Beams subjected to Torsion (Kovacs), Shear Design based on Truss Models with Crack-Friction (Reineck), Ultimate Limit State Design of Wall Elements subjected to Shear (Braestrup), Ultimate Limit State Design of Structural Concrete Shell Elements (Fanti, Mancini), Ultimate Limit State Design of Structural Concrete Slabs (Corres, Arroyo), Central Punching of Reinforced Concrete Slabs (Braestrup).







Postal address

Case Postale 88
CH-1015 Lausanne
Switzerland

Street address

Office GC A2 424
at the Swiss Federal Institute of Technology Lausanne (EPFL)

Contact us

Phone +41 21 693 2747
Fax +41 21 693 6245
Email: click here