An improved newton metaheuristic algorithm for design optimization of steel moment-resisting frames
•Introducing an Improved Newton Metaheuristic Algorithm (INMA).•Demonstrating the superior performance of INMA over existing algorithms through benchmark design examples and performance-based design optimization problems of steel moment-resisting frames.•Requiring fewer structural analyses and exhib...
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| Vydáno v: | Advances in engineering software (1992) Ročník 207; s. 103960 |
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| Jazyk: | angličtina |
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Elsevier Ltd
01.09.2025
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| ISSN: | 0965-9978 |
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| Abstract | •Introducing an Improved Newton Metaheuristic Algorithm (INMA).•Demonstrating the superior performance of INMA over existing algorithms through benchmark design examples and performance-based design optimization problems of steel moment-resisting frames.•Requiring fewer structural analyses and exhibiting faster convergence rates compared to other metaheuristic methods.•Confirming the reliability and potential of the INMA as a powerful tool for tackling complex structural optimization problems.
This paper proposes an improved Newton metaheuristic algorithm (INMA) for solving steel moment resisting frame optimization problems. The proposed INMA uses a novel initialization scheme that produces an efficient initial population that is significantly better than a randomly generated initial population for structural optimization problems. The efficiency of the algorithm is further improved by the implementation of a statistical regeneration mechanism. The effectiveness of the INMA is initially demonstrated through two benchmark optimization problems involving steel moment-resisting frames. Furthermore, the performance of the INMA is evaluated to address the performance-based design optimization problem of steel moment-resisting frames. Due to the potentially extensive computational time of the performance-based design optimization process, a nonlinear static pushover analysis is performed to determine structural responses at various seismic performance levels. The numerical results indicate that the INMA outperforms other algorithms in the literature. |
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| AbstractList | •Introducing an Improved Newton Metaheuristic Algorithm (INMA).•Demonstrating the superior performance of INMA over existing algorithms through benchmark design examples and performance-based design optimization problems of steel moment-resisting frames.•Requiring fewer structural analyses and exhibiting faster convergence rates compared to other metaheuristic methods.•Confirming the reliability and potential of the INMA as a powerful tool for tackling complex structural optimization problems.
This paper proposes an improved Newton metaheuristic algorithm (INMA) for solving steel moment resisting frame optimization problems. The proposed INMA uses a novel initialization scheme that produces an efficient initial population that is significantly better than a randomly generated initial population for structural optimization problems. The efficiency of the algorithm is further improved by the implementation of a statistical regeneration mechanism. The effectiveness of the INMA is initially demonstrated through two benchmark optimization problems involving steel moment-resisting frames. Furthermore, the performance of the INMA is evaluated to address the performance-based design optimization problem of steel moment-resisting frames. Due to the potentially extensive computational time of the performance-based design optimization process, a nonlinear static pushover analysis is performed to determine structural responses at various seismic performance levels. The numerical results indicate that the INMA outperforms other algorithms in the literature. |
| ArticleNumber | 103960 |
| Author | Mohammadi, Mirali Zaerreza, Ataollah Gholizadeh, Saeed |
| Author_xml | – sequence: 1 givenname: Ataollah surname: Zaerreza fullname: Zaerreza, Ataollah – sequence: 2 givenname: Saeed orcidid: 0000-0001-7001-2697 surname: Gholizadeh fullname: Gholizadeh, Saeed email: s.gholizadeh@urmia.ac.ir – sequence: 3 givenname: Mirali surname: Mohammadi fullname: Mohammadi, Mirali |
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| Keywords | Performance-based design Metaheuristic Structural optimization Seismic design Newton algorithm Steel moment resisting frame |
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