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Ultimate Limit State Design Models
N°223. 1995. Ultimate Limit State Design Models - A state-of-art Report.
CEB Bulletin No. 223
|Title:||Ultimate Limit State Design Models - A state-of-art Report|
|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).|