A Metaheuristic Approach to Skew Reinforcement Optimization in Concrete Shells Under Multiple Loading Conditions-Reference-Cited by-同舟云学术

A Metaheuristic Approach to Skew Reinforcement Optimization in Concrete Shells Under Multiple Loading Conditions

Published:2014-05 Issue:2 Volume:24 Page:201-210
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Bertagnoli Gabriele¹,Giordano Luca¹,Mancini Simona²

Affiliation:

1. Politecnico di Torino, Department of Structural and Geotechnical Engineering, Torino, Italy

2. Politecnico di Torino, Department of Control and Computer Engineering, Torino, Italy Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686614X13830790993681

Reference9 articles.

1. Bathe KJ.Finite Elements Procedure. Prentice Hall: New Jersey, 1996.

2. FIB. Model code 2010. 1st complete draft. vol. 1. Technical report, Federation Internationale du Beton, Bullettin No. 55, 2010.

3. Fanti G, Mancini G. Ultimate Limit State Design of Structural Concrete Shell Elements. Ultimate Limit State Design Models – A state-of-art Report – CEB Bulletin No. 223, 167–207, 1995.

4. CEB-FIP.Ceb-fip Model Code for Concrete Structures. Technical report, London Thomas Telford, 1993.

5. Holland JH.Adaptation in Natural and Artificial Systems. University of Michigan Press, 1975.

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