{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,6,2]],"date-time":"2025-06-02T23:40:05Z","timestamp":1748907605557,"version":"3.41.0"},"reference-count":43,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2025,9,1]],"date-time":"2025-09-01T00:00:00Z","timestamp":1756684800000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2025,9,1]],"date-time":"2025-09-01T00:00:00Z","timestamp":1756684800000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"},{"start":{"date-parts":[[2025,9,1]],"date-time":"2025-09-01T00:00:00Z","timestamp":1756684800000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-017"},{"start":{"date-parts":[[2025,9,1]],"date-time":"2025-09-01T00:00:00Z","timestamp":1756684800000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-037"},{"start":{"date-parts":[[2025,9,1]],"date-time":"2025-09-01T00:00:00Z","timestamp":1756684800000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-012"},{"start":{"date-parts":[[2025,9,1]],"date-time":"2025-09-01T00:00:00Z","timestamp":1756684800000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-029"},{"start":{"date-parts":[[2025,9,1]],"date-time":"2025-09-01T00:00:00Z","timestamp":1756684800000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-004"}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Advances in Engineering Software"],"published-print":{"date-parts":[[2025,9]]},"DOI":"10.1016\/j.advengsoft.2025.103960","type":"journal-article","created":{"date-parts":[[2025,5,28]],"date-time":"2025-05-28T16:06:41Z","timestamp":1748448401000},"page":"103960","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":0,"special_numbering":"C","title":["An improved newton metaheuristic algorithm for design optimization of steel moment-resisting frames"],"prefix":"10.1016","volume":"207","author":[{"given":"Ataollah","family":"Zaerreza","sequence":"first","affiliation":[]},{"ORCID":"https:\/\/orcid.org\/0000-0001-7001-2697","authenticated-orcid":false,"given":"Saeed","family":"Gholizadeh","sequence":"additional","affiliation":[]},{"given":"Mirali","family":"Mohammadi","sequence":"additional","affiliation":[]}],"member":"78","reference":[{"year":"2021","series-title":"Advances in metaheuristic algorithms for optimal design of structures","author":"Kaveh","key":"10.1016\/j.advengsoft.2025.103960_bib0001"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0002","doi-asserted-by":"crossref","DOI":"10.1016\/j.autcon.2024.105630","article-title":"Constructability-based design approach for steel structures: from truss beams to real-world inspired industrial buildings","volume":"166","author":"Cucuzza","year":"2024","journal-title":"Autom Constr"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0003","doi-asserted-by":"crossref","DOI":"10.1016\/j.compstruc.2024.107396","article-title":"Optimal design of steel exoskeleton for the retrofitting of RC buildings via genetic algorithm","volume":"299","author":"Olivo","year":"2024","journal-title":"Comput Struct"},{"issue":"8","key":"10.1016\/j.advengsoft.2025.103960_bib0004","doi-asserted-by":"crossref","DOI":"10.1061\/JSENDH.STENG-13542","article-title":"Performance-based design optimization of structures: state-of-the-art review","volume":"150","author":"Hassanzadeh","year":"2024","journal-title":"J Struct Eng"},{"issue":"2","key":"10.1016\/j.advengsoft.2025.103960_bib0005","doi-asserted-by":"crossref","first-page":"579","DOI":"10.1007\/s11831-023-09992-z","article-title":"Multi-objective seismic design optimization of structures: a review","volume":"31","author":"Zakian","year":"2024","journal-title":"Arch Comput Meth Eng"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0006","doi-asserted-by":"crossref","first-page":"77","DOI":"10.1016\/j.jcsr.2018.12.023","article-title":"Two-stage optimal seismic design of steel moment frames using the LRFD-PBD method","volume":"155","author":"Karimi","year":"2019","journal-title":"J Constr Steel Res"},{"issue":"6","key":"10.1016\/j.advengsoft.2025.103960_bib0007","doi-asserted-by":"crossref","first-page":"1023","DOI":"10.1080\/0305215X.2021.1907574","article-title":"A new hybrid meta-heuristic algorithm for optimum performance-based seismic designs of moment-resisting frames","volume":"54","author":"Eftekhar","year":"2022","journal-title":"Eng Optim"},{"issue":"12","key":"10.1016\/j.advengsoft.2025.103960_bib0008","doi-asserted-by":"crossref","first-page":"5637","DOI":"10.1007\/s00500-022-06927-x","article-title":"Optimum performance-based design of unsymmetrical 2D steel moment frame","volume":"26","author":"Hoseini Vaez","year":"2022","journal-title":"Soft Comput"},{"issue":"12","key":"10.1016\/j.advengsoft.2025.103960_bib0009","doi-asserted-by":"crossref","first-page":"2648","DOI":"10.1177\/1369433219849820","article-title":"Performance-based seismic design of steel frames using constraint control method","volume":"22","author":"Mansouri","year":"2019","journal-title":"Adv Struct Eng"},{"issue":"4","key":"10.1016\/j.advengsoft.2025.103960_bib0010","doi-asserted-by":"crossref","first-page":"3283","DOI":"10.1007\/s00366-020-00993-1","article-title":"School-based optimization for performance-based optimum seismic design of steel frames","volume":"37","author":"Degertekin","year":"2021","journal-title":"Eng Comput"},{"issue":"3","key":"10.1016\/j.advengsoft.2025.103960_bib0011","doi-asserted-by":"crossref","first-page":"440","DOI":"10.1080\/0305215X.2020.1739278","article-title":"Considering soil\u2013structure interaction effects on performance-based design optimization of moment-resisting steel frames by an engineered cluster-based genetic algorithm","volume":"53","author":"Fathizadeh","year":"2021","journal-title":"Eng Optim"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0012","doi-asserted-by":"crossref","unstructured":"Ebadijalal M. and Shahrouzi M. Evaluating ASCE 41-17 performance-based provisions on optimally designed steel moment frames. Struct Design Tall Special Build 2022. 31(17): p. e1977. https:\/\/doi.org\/10.1002\/tal.1977.","DOI":"10.1002\/tal.1977"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0013","doi-asserted-by":"crossref","first-page":"50","DOI":"10.1016\/j.advengsoft.2014.11.003","article-title":"Performance-based optimum seismic design of steel structures by a modified firefly algorithm and a new neural network","volume":"81","author":"Gholizadeh","year":"2015","journal-title":"Adv Eng Software"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0014","doi-asserted-by":"crossref","first-page":"213","DOI":"10.1016\/j.asoc.2014.05.012","article-title":"Performance-based seismic design of steel frames utilizing charged system search optimization","volume":"22","author":"Kaveh","year":"2014","journal-title":"Appl Soft Comput"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0015","article-title":"Performance-based optimization of steel exoskeletons: an alternative approach to standard regulations","volume":"104","author":"Cucuzza","year":"2025","journal-title":"J Build Eng"},{"year":"1995","series-title":"Technical Report SFI-TR-95-02-010","author":"Wolpert","key":"10.1016\/j.advengsoft.2025.103960_bib0016"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0017","doi-asserted-by":"crossref","DOI":"10.1016\/j.advengsoft.2019.102686","article-title":"Meta-heuristic design optimization of steel moment resisting frames subjected to natural frequency constraints","volume":"135","author":"Zakian","year":"2019","journal-title":"Adv Eng Software"},{"issue":"11","key":"10.1016\/j.advengsoft.2025.103960_bib0018","doi-asserted-by":"crossref","first-page":"2529","DOI":"10.1177\/13694332211004116","article-title":"Optimal design of steel pipe rack structures using PSO, GWO, and IGWO algorithms","volume":"24","author":"Zakian","year":"2021","journal-title":"Adv Struct Eng"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0019","doi-asserted-by":"crossref","DOI":"10.1016\/j.autcon.2024.105724","article-title":"Sustainable and cost-effective optimal design of steel structures by minimizing cutting trim losses","volume":"167","author":"Cucuzza","year":"2024","journal-title":"Autom Constr"},{"issue":"4","key":"10.1016\/j.advengsoft.2025.103960_bib0020","doi-asserted-by":"crossref","first-page":"907","DOI":"10.1007\/s11709-020-0628-1","article-title":"An efficient two-stage approach for structural damage detection using meta-heuristic algorithms and group method of data handling surrogate model","volume":"14","author":"Fathnejat","year":"2020","journal-title":"Front Struct Civil Eng"},{"issue":"3","key":"10.1016\/j.advengsoft.2025.103960_bib0021","doi-asserted-by":"crossref","first-page":"1922","DOI":"10.1016\/j.aej.2021.06.094","article-title":"A new self-adaptive quasi-oppositional stochastic fractal search for the inverse problem of structural damage assessment","volume":"61","author":"Alkayem","year":"2022","journal-title":"Alexand Eng J"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0022","doi-asserted-by":"crossref","DOI":"10.1016\/j.asoc.2022.108919","article-title":"The combined social engineering particle swarm optimization for real-world engineering problems: a case study of model-based structural health monitoring","volume":"123","author":"Alkayem","year":"2022","journal-title":"Appl Soft Comput"},{"issue":"2","key":"10.1016\/j.advengsoft.2025.103960_bib0023","doi-asserted-by":"crossref","first-page":"123","DOI":"10.1007\/s43452-023-00665-z","article-title":"Development of hybrid performance-based optimization algorithm for structures equipped with vibration damper devices","volume":"23","author":"Ayyash","year":"2023","journal-title":"Archiv Civil Mech Eng"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0024","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2022.113856","article-title":"Multi-objective optimization for probabilistic performance-based design of buildings using FEMA P-58 methodology","volume":"254","author":"Ghasemof","year":"2022","journal-title":"Eng Struct"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0025","doi-asserted-by":"crossref","first-page":"37","DOI":"10.1016\/j.apm.2017.12.030","article-title":"Enriched self-adjusted performance measure approach for reliability-based design optimization of complex engineering problems","volume":"57","author":"Keshtegar","year":"2018","journal-title":"Appl Math Model"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0026","doi-asserted-by":"crossref","first-page":"32","DOI":"10.1016\/j.compstruc.2014.08.011","article-title":"A hybrid chaos control approach of the performance measure functions for reliability-based design optimization","volume":"146","author":"Meng","year":"2015","journal-title":"Comput Struct"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0027","doi-asserted-by":"crossref","first-page":"48","DOI":"10.1016\/j.advengsoft.2015.11.001","article-title":"An effective reliability-based improved constrained differential evolution for reliability-based design optimization of truss structures","volume":"92","author":"Ho-Huu","year":"2016","journal-title":"Adv Eng Software"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0028","doi-asserted-by":"crossref","DOI":"10.1016\/j.compstruc.2020.106250","article-title":"A new Newton metaheuristic algorithm for discrete performance-based design optimization of steel moment frames","volume":"234","author":"Gholizadeh","year":"2020","journal-title":"Comput Struct"},{"issue":"2","key":"10.1016\/j.advengsoft.2025.103960_bib0029","first-page":"1505","article-title":"An enhanced shuffled Shepherd Optimization algorithm for optimal design of large-scale space structures","volume":"38","author":"Kaveh","year":"2021","journal-title":"Eng Comput"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0030","doi-asserted-by":"crossref","DOI":"10.1016\/j.compstruc.2024.107443","article-title":"Efficient neural network-aided seismic life-cycle cost optimization of steel moment frames","volume":"301","author":"Gholizadeh","year":"2024","journal-title":"Comput Struct"},{"year":"2016","series-title":"Specification for structural steel buildings","key":"10.1016\/j.advengsoft.2025.103960_bib0031"},{"year":"2000","series-title":"Recommended seismic design criteria for new steel moment-frame buildings","key":"10.1016\/j.advengsoft.2025.103960_bib0032"},{"year":"2023","series-title":"Seismic evaluation and retrofit of existing buildings","key":"10.1016\/j.advengsoft.2025.103960_bib0033"},{"issue":"5","key":"10.1016\/j.advengsoft.2025.103960_bib0034","doi-asserted-by":"crossref","first-page":"1905","DOI":"10.1002\/eqe.4098","article-title":"Performance-based optimum seismic design of self-centering steel moment frames with SMA-based connections","volume":"53","author":"Hassanzadeh","year":"2024","journal-title":"Earthq Eng Struct Dyn"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0035","doi-asserted-by":"crossref","first-page":"1145","DOI":"10.1016\/j.istruc.2022.07.035","article-title":"Comparison of the graph-theoretical force method and displacement method for optimal design of frame structures","volume":"43","author":"Kaveh","year":"2022","journal-title":"Structures"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0036","series-title":"The corsini encyclopedia of psychology","article-title":"Kruskal-Wallis Test","author":"McKight","year":"2010"},{"issue":"2","key":"10.1016\/j.advengsoft.2025.103960_bib0037","doi-asserted-by":"crossref","first-page":"170","DOI":"10.3102\/10769986023002170","article-title":"The Kruskal-Wallis test and stochastic homogeneity","volume":"23","author":"Vargha","year":"1998","journal-title":"J Educat Behav Statist"},{"year":"2023","series-title":"Structural optimization using shuffled shepherd meta-heuristic algorithm: extensions and applications","author":"Kaveh","key":"10.1016\/j.advengsoft.2025.103960_bib0038"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0039","doi-asserted-by":"crossref","first-page":"748","DOI":"10.1016\/j.istruc.2021.11.012","article-title":"Improved arithmetic optimization algorithm and its application to discrete structural optimization","volume":"35","author":"Kaveh","year":"2022","journal-title":"Structures"},{"issue":"1","key":"10.1016\/j.advengsoft.2025.103960_bib0040","doi-asserted-by":"crossref","first-page":"287","DOI":"10.1007\/s10462-022-10173-w","article-title":"Fire Hawk Optimizer: a novel metaheuristic algorithm","volume":"56","author":"Azizi","year":"2023","journal-title":"Artif Intell Rev"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0041","doi-asserted-by":"crossref","DOI":"10.24200\/sci.2023.60555.6868","article-title":"Modified adolescent identity search algorithm for optimization of steel skeletal frame structures","author":"Dehghani","year":"2023","journal-title":"Scientia Iranica"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0042","doi-asserted-by":"crossref","first-page":"107","DOI":"10.1016\/j.istruc.2020.11.008","article-title":"Improved Shuffled Jaya algorithm for sizing optimization of skeletal structures with discrete variables","volume":"29","author":"Kaveh","year":"2021","journal-title":"Structures"},{"key":"10.1016\/j.advengsoft.2025.103960_bib0043","unstructured":"OpenSees version 3.3.0 [Computer software]Open system for earthquake engineering simulation. PEER, Berkeley, CA."}],"container-title":["Advances in Engineering Software"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0965997825000985?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0965997825000985?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2025,6,2]],"date-time":"2025-06-02T22:59:03Z","timestamp":1748905143000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S0965997825000985"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2025,9]]},"references-count":43,"alternative-id":["S0965997825000985"],"URL":"https:\/\/doi.org\/10.1016\/j.advengsoft.2025.103960","relation":{},"ISSN":["0965-9978"],"issn-type":[{"type":"print","value":"0965-9978"}],"subject":[],"published":{"date-parts":[[2025,9]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"An improved newton metaheuristic algorithm for design optimization of steel moment-resisting frames","name":"articletitle","label":"Article Title"},{"value":"Advances in Engineering Software","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.advengsoft.2025.103960","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2025 Elsevier Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies.","name":"copyright","label":"Copyright"}],"article-number":"103960"}}