Technical Papers
Oct 31, 2022

Optimization of Steel Portal Frames under a Parametric Structural Design Framework

Publication: Practice Periodical on Structural Design and Construction
Volume 28, Issue 1

Abstract

This paper presents a framework for the structural design of single-story industrial steel portal frames. The structural mechanical utilization, stability, and serviceability design requirements employing a parametric structural tridimensional computational model are included. The model parameterization consists of adopting the column, rafter, purlins, and cladding span lengths as parameters, as well as the cross-section sizes of these members, the latter in accordance with the standard commercial cross section’s tables. The main outcome is the possibility to scan the range of parameters and store the structural performance ratios, generating a solution space for this structural system. This space of valid solutions attending structural code requirements defines a set of valid structural system topological configuration and dimensions, making it possible to obtain relationships between the parameters and material consumption rate. Concave-hull 2D plots are used to visualize the solution space and identify the best choice of parameters in the design process. It is shown that the solution space generation and the concave-hull 2D plots are powerful design aids that help to identify the best combination of structural system topological dimensions and cross-section types and dimensions.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code generated or used during the study are available in a repository or online in accordance with funder data retention policies.
The dataset generated and used in this study can be accessed directly with the following link:

Acknowledgments

The authors thank the National Council for Scientific and Technological Development (CNPq) from Brazil, in providing support to this research by the Universal MCTI/CNPq N°01/2016 call, project #400437/2016-3.

References

ABNT (Associação Brasileira de Normas Técnicas). 1988. Forças devidas ao vento em edificações. NBR6123. Rio de Janeiro, RJ: ABNT.
ABNT (Associação Brasileira de Normas Técnicas). 2003. Ações e segurança nas estruturas—Procedimento. NBR8681. Rio de Janeiro, RJ: ABNT.
ABNT (Associação Brasileira de Normas Técnicas). 2008. Projeto de estruturas de aço e de estruturas mistas de aço e concreto de edifícios. NBR8800. Rio de Janeiro, RJ: ABNT.
ASTM. 2005. Standard specification for hot-formed welded and seamless carbon steel structural tubing. ASTM A501. West Conshohocken, PA: ASTM.
ASTM. 2007. Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel. ASTM A572. West Conshohocken, PA: ASTM.
Braga, F., R. Gigliotti, and R. Laguardia. 2019. “Intervention cost optimization of bracing systems with multiperformance criteria.” Eng. Struct. 182 (Mar): 185–197. https://doi.org/10.1016/j.engstruct.2018.12.034.
Buelow, P. V. 2002. “Using evolutionary algorithms to aid designers of architectural structures.” Chap. 12 in Creative evolutionary systems: A volume in the Morgan Kaufmann series in artificial intelligence, 315–335. San Francisco: Morgan Kaufmann.
Carvalho, J. P. G., A. C. C. Lemonge, P. H. Hallack, and D. E. C. Vargas. 2020. “Simultaneous sizing, shape, and layout optimization and automatic member grouping of dome structures.” Structures 28 (Dec): 2188–2202. https://doi.org/10.1016/j.istruc.2020.10.016.
Erbatur, F., O. Hasançebi, I. Tütüncü, and H. Kilic. 2000. “Optimal design of planar and space structures with genetic algorithms.” Comput. Struct. 75 (2): 209–224. https://doi.org/10.1016/S0045-7949(99)00084-X.
Gerdau. 2022. “Telhas metálicas Gerdau.” Accessed July 13, 2022. https://www2.gerdau.com/pt-br/downloadable-resource/catalogo-de-telhas.
Hajela, P., and E. Lee. 1995. “Genetic algorithms in truss topological optimization.” Int. J. Solids Struct. 32 (22): 3341–3357. https://doi.org/10.1016/0020-7683(94)00306-H.
Hassani, V., Z. Khabazi, H. A. Mehrabi, and C. Gregg. 2020. “Rationalization algorithm for a topologically-optimized multi-branch node for manufacturing by metal printing.” J. Build. Eng. 29 (May): 101146. https://doi.org/10.1016/j.jobe.2019.101146.
Hernandez, S., A. N. Fontan, J. C. Perezzan, and P. Loscos. 2005. “Design optimization of steel portal frames.” Adv. Eng. Software 36 (9): 626–633. https://doi.org/10.1016/j.advengsoft.2005.03.006.
Idels, O., and O. Lavan. 2020. “Performance based formal optimized seismic design of steel moment resisting frames.” Comput. Struct. 235 (Jul): 106269. https://doi.org/10.1016/j.compstruc.2020.106269.
Kameshki, E. S., and M. P. Saka. 2001. “Genetic algorithm based optimum bracing design of non-swaying tall plane frames.” J. Constr. Steel Res. 57 (10): 1081–1097. https://doi.org/10.1016/S0143-974X(01)00017-7.
Kravanja, S., G. Turkalj, S. Silih, and T. Zula. 2013. “Optimal design of single-story steel building structures based on parametric MINLP optimization.” J. Constr. Steel Res. 81 (Feb): 86–103. https://doi.org/10.1016/j.jcsr.2012.11.008.
Kravanja, S., and T. Zula. 2010. “Cost optimization of industrial steel building structures.” Adv. Eng. Software 41 (3): 442–450. https://doi.org/10.1016/j.advengsoft.2009.03.005.
López, J., C. Anitescu, and T. Rabczuk. 2021. “Isogeometric structural shape optimization using automatic sensitivity analysis.” Appl. Math. Modell. 89 (Part 2): 1004–1024. https://doi.org/10.1016/j.apm.2020.07.027.
McKinstray, R., J. B. P. Lim, T. T. Tanyimboh, D. T. Phan, and W. Sha. 2015. “Optimal design of long-span steel portal frames using fabricated beams.” J. Constr. Steel Res. 104 (Jan): 104–114. https://doi.org/10.1016/j.jcsr.2014.10.010.
McKinstray, R., J. B. P. Lim, T. T. Tanyimboh, D. T. Phan, and W. Sha. 2016. “Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections.” Eng. Struct. 111 (Mar): 505–524. https://doi.org/10.1016/j.engstruct.2015.12.028.
Nasrollahi, A. 2017. “Optimum shape of large-span trusses according to AISC-LRFD using ranked particles optimization.” J. Constr. Steel Res. 134 (Jul): 92–101. https://doi.org/10.1016/j.jcsr.2017.03.021.
Ozbasaran, H. 2018. “Optimal design of I-section beam-columns with stress, non-linear deflection and stability constraints.” Eng. Struct. 171 (Sep): 385–394. https://doi.org/10.1016/j.engstruct.2018.05.110.
Phan, D. T., J. B. P. Lim, T. T. Tanyimboh, R. M. Lawson, Y. Xu, S. Martin, and W. Sha. 2013. “Effect of serviceability limits on optimal design of steel portal frames.” J. Constr. Steel Res. 86 (Jul): 74–84. https://doi.org/10.1016/j.jcsr.2013.03.001.
Preisinger, C., and M. Heimrath. 2014. “Karamba: A toolkit for parametric structural design.” Struct. Eng. Int. 24 (2): 217–221. https://doi.org/10.2749/101686614X13830790993483.
Rothwell, A. 2017. Optimization methods in structural design. Cham, Switzerland: Springer.
Saka, M. P. 2003. “Optimum design of pitched roof steel frames with haunched rafters by genetic algorithm.” Comput. Struct. 81 (18–19): 1967–1978. https://doi.org/10.1016/S0045-7949(03)00216-5.
Scaramozzino, D., B. Albitos, and G. Lacidogna. 2022. “Selection of the optimal diagrid patterns in tall buildings within a multi-response framework: Application of the desirability function.” J. Build. Eng. 54 (Aug): 104645. https://doi.org/10.1016/j.jobe.2022.104645.
Sun, S. H., T. T. Yu, T. T. Nguyen, E. Atroshchenko, and T. Q. Bui. 2018. “Structural shape optimization by IGABEM and particle swarm optimization.” Eng. Anal. Boundary Elem. 88 (Mar): 26–40. https://doi.org/10.1016/j.enganabound.2017.12.007.
Tauzowski, P., B. Blachowski, and J. Lógó. 2021. “Topology optimization of elasto-plastic structures under reliability constraints: A first order approach.” Comput. Struct. 243 (Jan): 106406. https://doi.org/10.1016/j.compstruc.2020.106406.
Tedeschi, A. 2014. AAD-algorithms aided design: Parametric strategies using Grasshopper. Brienza, Italy: Le Penseur.
Tsavdaridis, K. D., N. Nicolaou, and A. D. Mistry. 2020. “Topology optimisation of lattice telecommunication tower and performance-based design considering wind and ice loads.” Structures 27 (Oct): 2379–2399. https://doi.org/10.1016/j.istruc.2020.08.010.
Upadhyay, B. D., S. S. Sonigra, and S. D. Daxini. 2021. “Numerical analysis perspective in structural shape optimization: A review post 2000.” Adv. Eng. Software 155 (Apr): 102992. https://doi.org/10.1016/j.advengsoft.2021.102992.
Yulin, M., and W. Xiaoming. 2004. “A level set method for structural topology optimization and its applications.” Adv. Eng. Software 35 (7): 415–441. https://doi.org/10.1016/j.advengsoft.2004.06.004.
Zhu, J., H. Zhou, C. Wang, L. Zhou, S. Yuan, and W. Zhang. 2021. “A review of topology optimization for additive manufacturing: Status and challenges.” Chin. J. Aeronaut. 34 (1): 91–110. https://doi.org/10.1016/j.cja.2020.09.020.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 28Issue 1February 2023

History

Received: Feb 16, 2022
Accepted: Aug 19, 2022
Published online: Oct 31, 2022
Published in print: Feb 1, 2023
Discussion open until: Mar 31, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Associate Professor, Dept. of Architecture and Urbanism, Federal Univ. of Paraiba, João Pessoa, PB 58051-900, Brazil (corresponding author). ORCID: https://orcid.org/0000-0002-1033-9273. Email: [email protected]
Roberto Leal Pimentel, Ph.D. https://orcid.org/0000-0002-1542-4848
Professor, Dept. of Civil and Environmental Engineering, Federal Univ. of Paraiba, João Pessoa, PB 58051-900, Brazil. ORCID: https://orcid.org/0000-0002-1542-4848

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share