Performance-based seismic design of steel frames using ant colony optimization

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Title: Performance-based seismic design of steel frames using ant colony optimization
Authors: Kaveh, A.1 alikaveh@iust.ac.ir, Farahmand Azar, B.2, Hadidi, A.2, Rezazadeh Sorochi, F.2, Talatahari, S.2
Source: Journal of Constructional Steel Research. Apr2010, Vol. 66 Issue 4, p566-574. 9p.
Subjects: Earthquake resistant design, Structural frames, Structural steel, Structural optimization, Ant algorithms, Genetic algorithms, Structural analysis (Engineering), Geometric analysis
Abstract: Abstract: In this paper, a performance-based optimal seismic design of frame structures is presented using the ant colony optimization (ACO) method. This discrete metaheuristic algorithm leads to a significant improvement in consistency and computational efficiency compared to other evolutionary methods. A nonlinear analysis is utilized to arrive at the structural response at various seismic performance levels, employing a simple computer-based method for push-over analysis which accounts for first-order elastic and second-order geometric stiffness properties. Two examples are presented to illustrate the capabilities of ACO in designing lightweight frames, satisfying multiple performance levels of seismic design constraints for steel moment frame buildings, and a comparison is made with a standard genetic algorithm (GA) implementation to show the superiority of ACO for the discussed optimization problem. [Copyright &y& Elsevier]
Copyright of Journal of Constructional Steel Research is the property of Elsevier B.V. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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  Data: Performance-based seismic design of steel frames using ant colony optimization
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  Data: <searchLink fieldCode="DE" term="%22Earthquake+resistant+design%22">Earthquake resistant design</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+frames%22">Structural frames</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+steel%22">Structural steel</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+optimization%22">Structural optimization</searchLink><br /><searchLink fieldCode="DE" term="%22Ant+algorithms%22">Ant algorithms</searchLink><br /><searchLink fieldCode="DE" term="%22Genetic+algorithms%22">Genetic algorithms</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+analysis+%28Engineering%29%22">Structural analysis (Engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Geometric+analysis%22">Geometric analysis</searchLink>
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  Data: Abstract: In this paper, a performance-based optimal seismic design of frame structures is presented using the ant colony optimization (ACO) method. This discrete metaheuristic algorithm leads to a significant improvement in consistency and computational efficiency compared to other evolutionary methods. A nonlinear analysis is utilized to arrive at the structural response at various seismic performance levels, employing a simple computer-based method for push-over analysis which accounts for first-order elastic and second-order geometric stiffness properties. Two examples are presented to illustrate the capabilities of ACO in designing lightweight frames, satisfying multiple performance levels of seismic design constraints for steel moment frame buildings, and a comparison is made with a standard genetic algorithm (GA) implementation to show the superiority of ACO for the discussed optimization problem. [Copyright &y& Elsevier]
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  Data: <i>Copyright of Journal of Constructional Steel Research is the property of Elsevier B.V. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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        Value: 10.1016/j.jcsr.2009.11.006
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      – Code: eng
        Text: English
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        PageCount: 9
        StartPage: 566
    Subjects:
      – SubjectFull: Earthquake resistant design
        Type: general
      – SubjectFull: Structural frames
        Type: general
      – SubjectFull: Structural steel
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      – SubjectFull: Structural optimization
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      – SubjectFull: Ant algorithms
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      – SubjectFull: Genetic algorithms
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      – SubjectFull: Structural analysis (Engineering)
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      – SubjectFull: Geometric analysis
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      – TitleFull: Performance-based seismic design of steel frames using ant colony optimization
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            NameFull: Hadidi, A.
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            NameFull: Rezazadeh Sorochi, F.
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              Text: Apr2010
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              Y: 2010
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