Optimal adjustment of EC-2 shear formulation for concrete elements without web reinforcement using Genetic Programming
- 1 November 2010
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 32 (11) , 3452-3466
Abstract
No abstract availableKeywords
This publication has 9 references indexed in Scilit:
- Shear strength of slender reinforced concrete beams without web reinforcement: A model using fuzzy set theoryEngineering Structures, 2009
- An adequate theory for the shear strength of reinforced concrete structuresMagazine of Concrete Research, 2008
- Knowledge-based prediction of shear strength of concrete beams without shear reinforcementEngineering Structures, 2008
- Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part I: beams without stirrupsEngineering Structures, 2004
- Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part II: beams with stirrupsEngineering Structures, 2004
- Empirical modelling of shear strength of RC deep beams by genetic programmingComputers & Structures, 2003
- SIZE EFFECT ON SHEAR STRENGTH OF RC BEAMS USING HSC WITHOUT SHEAR REINFORCEMENTDoboku Gakkai Ronbunshu, 2002
- Recent Approaches to Shear Design of Structural ConcreteJournal of Structural Engineering, 1998
- The Shear Strength of Reinforced Concrete MembersJournal of the Structural Division, 1973