{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,13]],"date-time":"2026-04-13T10:45:47Z","timestamp":1776077147200,"version":"3.50.1"},"reference-count":54,"publisher":"Springer Science and Business Media LLC","issue":"8","license":[{"start":{"date-parts":[[2024,11,26]],"date-time":"2024-11-26T00:00:00Z","timestamp":1732579200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.springernature.com\/gp\/researchers\/text-and-data-mining"},{"start":{"date-parts":[[2024,11,26]],"date-time":"2024-11-26T00:00:00Z","timestamp":1732579200000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/www.springernature.com\/gp\/researchers\/text-and-data-mining"}],"content-domain":{"domain":["link.springer.com"],"crossmark-restriction":false},"short-container-title":["Prog Addit Manuf"],"published-print":{"date-parts":[[2025,8]]},"DOI":"10.1007\/s40964-024-00874-9","type":"journal-article","created":{"date-parts":[[2024,11,26]],"date-time":"2024-11-26T05:40:33Z","timestamp":1732599633000},"page":"4901-4921","update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":3,"title":["Structural analysis of 3D-printed concrete walls under quasi-static cyclic loading using composite micro-model"],"prefix":"10.1007","volume":"10","author":[{"given":"Syed Bustan Fatima","family":"Warsi","sequence":"first","affiliation":[]},{"given":"Biranchi","family":"Panda","sequence":"additional","affiliation":[]},{"given":"Pankaj","family":"Biswas","sequence":"additional","affiliation":[]}],"member":"297","published-online":{"date-parts":[[2024,11,26]]},"reference":[{"key":"874_CR1","unstructured":"Eindhoven University of Technology (2017) 3D printed concrete bicycle bridge. https:\/\/3dprint.com\/178462\/eindhoven-3d-printed-bridge\/. Accessed 24 Aug 2024"},{"key":"874_CR2","unstructured":"Nanyang Technological University (2019) Full sized 3D printed concrete prefabricated bathroom unit (PBU). https:\/\/www.ntu.edu.sg\/sc3dp\/research-capabilities\/research-projects\/sc3dp-unveils-a-full-sized-3d-printed-concrete-prefabricated-bathroom-unit-(pbu). Accessed 24 Aug 2024"},{"key":"874_CR3","unstructured":"Larsen & Toubro Construction (L&T) (2021) L&T construction completes India\u2019s first 3D printed two-storey building in 106 hours. https:\/\/3dprintingindustry.com\/news\/lt-construction-completes-indias-first-3d-printed-two-storey-building-in-106-hours-182514\/. Accessed 24 Aug 2024"},{"key":"874_CR4","unstructured":"WinSun Decoration Design Engineering Co (2014) Chinese company showcases ten 3D-printed houses. https:\/\/www.archdaily.com\/543518\/chinese-company-showcases-ten-3d-printed-houses\/. Accessed 24 Aug 2024"},{"key":"874_CR5","unstructured":"WinSun Decoration Design Engineering Co (2019) World\u2019s first 500 meters long 3D printed river revetment wall. https:\/\/www.voxelmatters.com\/winsun-completes-worlds-first-3d-printed-river-revetment-wall-in-largest-construction-3d-printing-project-yet\/. Accessed 24 Aug 2024"},{"key":"874_CR6","unstructured":"Virginia launches world\u2019s biggest 3D-printed housing project. One home was printed in 28 hours. Now, alquist 3D is building 200 more, (2022). https:\/\/www.freethink.com\/hard-tech\/3d-printing-houses. Accessed 15 Feb 2024"},{"key":"874_CR7","doi-asserted-by":"publisher","DOI":"10.3390\/ma15238607","author":"D Srinivas","year":"2022","unstructured":"Srinivas D, Dey D, Panda B, Sitharam TG (2022) Printability, thermal and compressive strength properties of cementitious materials: a comparative study with silica fume and limestone. Materials. https:\/\/doi.org\/10.3390\/ma15238607","journal-title":"Materials"},{"key":"874_CR8","doi-asserted-by":"publisher","first-page":"106157","DOI":"10.1016\/j.cemconres.2020.106157","volume":"135","author":"F Bos","year":"2020","unstructured":"Bos F, Wolfs R, Salet T (2020) CCR digital concrete 2020 SI: editorial. Cem Concr Res 135:106157. https:\/\/doi.org\/10.1016\/j.cemconres.2020.106157","journal-title":"Cem Concr Res"},{"key":"874_CR9","doi-asserted-by":"publisher","first-page":"371","DOI":"10.1038\/nature21003","volume":"540","author":"RL Truby","year":"2016","unstructured":"Truby RL, Lewis JA (2016) Printing soft matter in three dimensions. Nature 540:371\u2013378. https:\/\/doi.org\/10.1038\/nature21003","journal-title":"Nature"},{"key":"874_CR10","doi-asserted-by":"publisher","DOI":"10.1016\/j.autcon.2022.104671","author":"L Yang","year":"2023","unstructured":"Yang L, Sepasgozar SME, Shirowzhan S, Kashani A, Edwards D (2023) Nozzle criteria for enhancing extrudability, buildability and interlayer bonding in 3D printing concrete. Autom Constr. https:\/\/doi.org\/10.1016\/j.autcon.2022.104671","journal-title":"Autom Constr"},{"key":"874_CR11","doi-asserted-by":"publisher","first-page":"646","DOI":"10.1007\/978-3-030-49916-7_65","volume-title":"Second RILEM International Conference on Concrete and Digital Fabrication","author":"P Jiramarootapong","year":"2020","unstructured":"Jiramarootapong P, Prasittisopin L, Snguanyat C, Tanapornraweekit G, Tangtermsirikul S (2020) Load carrying capacity and failure mode of 3D printing mortar wall panel under axial compression loading. In: Bos FP, Lucas SS, Wolfs RJM, Salet TAM (eds) Second RILEM International Conference on Concrete and Digital Fabrication. Springer International Publishing, Cham, pp 646\u2013657"},{"key":"874_CR12","doi-asserted-by":"publisher","first-page":"103993","DOI":"10.1016\/j.autcon.2021.103993","volume":"133","author":"X Han","year":"2022","unstructured":"Han X, Yan J, Liu M, Huo L, Li J (2022) Experimental study on large-scale 3D printed concrete walls under axial compression. Autom Constr 133:103993. https:\/\/doi.org\/10.1016\/j.autcon.2021.103993","journal-title":"Autom Constr"},{"key":"874_CR13","doi-asserted-by":"publisher","DOI":"10.1117\/12.2628445","author":"Y Zhang","year":"2022","unstructured":"Zhang Y, Wan Z, Wu L (2022) Study on mechanical properties of in-situ printed reinforced concrete wall with core column. SPIE Int Soc Opt Eng. https:\/\/doi.org\/10.1117\/12.2628445","journal-title":"SPIE Int Soc Opt Eng"},{"key":"874_CR14","doi-asserted-by":"publisher","first-page":"5","DOI":"10.1007\/s41062-023-01317-0","volume":"9","author":"SBF Warsi","year":"2023","unstructured":"Warsi SBF, Srinivas D, Panda B, Biswas P (2023) Investigating the impact of coarse aggregate dosage on the mechanical performance of 3D printable concrete. Innov Infrastruct Solut 9:5. https:\/\/doi.org\/10.1007\/s41062-023-01317-0","journal-title":"Innov Infrastruct Solut"},{"key":"874_CR15","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2020.122039","author":"T Daungwilailuk","year":"2021","unstructured":"Daungwilailuk T, Pheinsusom P, Pansuk W (2021) Uniaxial load testing of large-scale 3D-printed concrete wall and finite-element model analysis. Constr Build Mater. https:\/\/doi.org\/10.1016\/j.conbuildmat.2020.122039","journal-title":"Constr Build Mater"},{"key":"874_CR16","doi-asserted-by":"publisher","first-page":"129552","DOI":"10.1016\/j.conbuildmat.2022.129552","volume":"360","author":"G Tanapornraweekit","year":"2022","unstructured":"Tanapornraweekit G, Jiramarootapong P, Paudel S, Tangtermsirikul S, Snguanyat C (2022) Experimental and numerical investigation of 3D-printed mortar walls under uniform axial compression. Constr Build Mater 360:129552. https:\/\/doi.org\/10.1016\/j.conbuildmat.2022.129552","journal-title":"Constr Build Mater"},{"key":"874_CR17","doi-asserted-by":"publisher","first-page":"102569","DOI":"10.1016\/j.addma.2021.102569","volume":"50","author":"M van den Heever","year":"2022","unstructured":"van den Heever M, Bester F, Kruger J, van Zijl G (2022) Numerical modelling strategies for reinforced 3D concrete printed elements. Addit Manuf 50:102569. https:\/\/doi.org\/10.1016\/j.addma.2021.102569","journal-title":"Addit Manuf"},{"key":"874_CR18","doi-asserted-by":"publisher","first-page":"1911","DOI":"10.1177\/13694332231166566","volume":"26","author":"S Paudel","year":"2023","unstructured":"Paudel S (2023) Investigation of modelling approaches to study the structural performance of 3D printed plain wall under uniform axial compression. Adv Struct Eng 26:1911\u20131928. https:\/\/doi.org\/10.1177\/13694332231166566","journal-title":"Adv Struct Eng"},{"key":"874_CR19","doi-asserted-by":"publisher","first-page":"104019","DOI":"10.1016\/j.addma.2024.104019","volume":"81","author":"V Nguyen-Van","year":"2024","unstructured":"Nguyen-Van V, Tran P, Liu J, Van Tran M, Xie YM (2024) Extended finite element multiscale modelling for crack propagation in 3D-printed fibre-reinforced concrete. Addit Manuf 81:104019. https:\/\/doi.org\/10.1016\/j.addma.2024.104019","journal-title":"Addit Manuf"},{"key":"874_CR20","doi-asserted-by":"publisher","first-page":"117535","DOI":"10.1016\/j.engstruct.2024.117535","volume":"303","author":"M Aghajani Delavar","year":"2024","unstructured":"Aghajani Delavar M, Chen H, Sideris P (2024) Analysis and design of 3D printed reinforced concrete walls under in-plane quasi-static loading. Eng Struct 303:117535. https:\/\/doi.org\/10.1016\/j.engstruct.2024.117535","journal-title":"Eng Struct"},{"key":"874_CR21","doi-asserted-by":"publisher","first-page":"116488","DOI":"10.1016\/j.engstruct.2023.116488","volume":"291","author":"D Zhang","year":"2023","unstructured":"Zhang D, Feng P, Zhou P, Xu W, Ma G (2023) 3D printed concrete walls reinforced with flexible FRP textile: automatic construction, digital rebuilding, and seismic performance. Eng Struct 291:116488. https:\/\/doi.org\/10.1016\/j.engstruct.2023.116488","journal-title":"Eng Struct"},{"key":"874_CR22","doi-asserted-by":"publisher","first-page":"100295","DOI":"10.1016\/j.dibe.2023.100295","volume":"16","author":"SBF Warsi","year":"2023","unstructured":"Warsi SBF, Panda B, Biswas P (2023) Exploring fibre addition methods and mechanical properties of fibre-reinforced 3D printed concrete: a review. Dev Built Environ 16:100295. https:\/\/doi.org\/10.1016\/j.dibe.2023.100295","journal-title":"Dev Built Environ"},{"key":"874_CR23","doi-asserted-by":"publisher","first-page":"116436","DOI":"10.1016\/j.engstruct.2023.116436","volume":"292","author":"D Zhang","year":"2023","unstructured":"Zhang D, Ma G, Guan J, Wang L, Wang Q (2023) Cyclic behavior of unbonded post-tensioned precast segmental concrete columns fabricated by 3D printed concrete permanent formwork. Eng Struct 292:116436. https:\/\/doi.org\/10.1016\/j.engstruct.2023.116436","journal-title":"Eng Struct"},{"key":"874_CR24","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2022.115466","author":"Y Li","year":"2023","unstructured":"Li Y, Zeng B (2023) Modeling of masonry structures using a new 3D cohesive interface material model considering dilatancy softening. Eng Struct. https:\/\/doi.org\/10.1016\/j.engstruct.2022.115466","journal-title":"Eng Struct"},{"key":"874_CR25","doi-asserted-by":"publisher","first-page":"349","DOI":"10.1016\/j.engstruct.2017.08.021","volume":"151","author":"KF Abdulla","year":"2017","unstructured":"Abdulla KF, Cunningham LS, Gillie M (2017) Simulating masonry wall behaviour using a simplified micro-model approach. Eng Struct 151:349\u2013365. https:\/\/doi.org\/10.1016\/j.engstruct.2017.08.021","journal-title":"Eng Struct"},{"key":"874_CR26","unstructured":"Lourenco PB (n.d.) Computational strategy for masonry structures. https:\/\/www.researchgate.net\/publication\/27344834. Accessed 24 Aug 2024"},{"key":"874_CR27","doi-asserted-by":"publisher","first-page":"6493","DOI":"10.1016\/S0045-7825(01)00225-0","volume":"190","author":"G Giambanco","year":"2001","unstructured":"Giambanco G, Rizzo S, Spallino R (2001) Numerical analysis of masonry structures via interface models. Comput Methods Appl Mech Eng 190:6493\u20136511. https:\/\/doi.org\/10.1016\/S0045-7825(01)00225-0","journal-title":"Comput Methods Appl Mech Eng"},{"key":"874_CR28","doi-asserted-by":"publisher","first-page":"113233","DOI":"10.1016\/j.engstruct.2021.113233","volume":"248","author":"B Zeng","year":"2021","unstructured":"Zeng B, Li Y, Cruz Noguez C (2021) Modeling and parameter importance investigation for simulating in-plane and out-of-plane behaviors of un-reinforced masonry walls. Eng Struct 248:113233. https:\/\/doi.org\/10.1016\/j.engstruct.2021.113233","journal-title":"Eng Struct"},{"key":"874_CR29","doi-asserted-by":"publisher","first-page":"1379","DOI":"10.1061\/(ASCE)ST.1943-541X.0000236","volume":"136","author":"P Francesca","year":"2010","unstructured":"Francesca P, Giovanni G, Enrico G, Claudio M (2010) In-plane behavior of clay masonry walls: experimental testing and finite-element modeling. J Struct Eng 136:1379\u20131392. https:\/\/doi.org\/10.1061\/(ASCE)ST.1943-541X.0000236","journal-title":"J Struct Eng"},{"key":"874_CR30","doi-asserted-by":"publisher","first-page":"1267","DOI":"10.1061\/JSDEAG.0004969","volume":"104","author":"AW Page","year":"1978","unstructured":"Page AW (1978) Finite element model for masonry. J Struct Div 104:1267\u20131285. https:\/\/doi.org\/10.1061\/JSDEAG.0004969","journal-title":"J Struct Div"},{"key":"874_CR31","doi-asserted-by":"publisher","first-page":"101654","DOI":"10.1016\/j.addma.2020.101654","volume":"37","author":"J Kruger","year":"2021","unstructured":"Kruger J, van Zijl G (2021) A compendious review on lack-of-fusion in digital concrete fabrication. Addit Manuf 37:101654. https:\/\/doi.org\/10.1016\/j.addma.2020.101654","journal-title":"Addit Manuf"},{"key":"874_CR32","first-page":"660","volume":"123","author":"BB Paulo Lourenc","year":"1997","unstructured":"Paulo Lourenc BB, Rots JG (1997) Multisurface interface model for analysis of masonry structures cap model for masonry. J Eng Mech 123:660\u2013668","journal-title":"J Eng Mech"},{"key":"874_CR33","doi-asserted-by":"publisher","first-page":"256","DOI":"10.14359\/10281","volume":"98","author":"L De Lorenzis","year":"2001","unstructured":"De Lorenzis L, Miller B, Nanni A (2001) Bond of fiber-reinforced polymer laminates to concrete. ACI Mater J 98:256\u2013264. https:\/\/doi.org\/10.14359\/10281","journal-title":"ACI Mater J"},{"key":"874_CR34","doi-asserted-by":"publisher","first-page":"1269","DOI":"10.1002\/1097-0207(20010228)50:6","volume":"50","author":"M Jir\u00e1sek","year":"2001","unstructured":"Jir\u00e1sek M, Zimmermann T (2001) Embedded crack model: I. Basic formulation. Int J Numer Methods Eng 50:1269\u20131290. https:\/\/doi.org\/10.1002\/1097-0207(20010228)50:6","journal-title":"Int J Numer Methods Eng"},{"key":"874_CR35","doi-asserted-by":"publisher","DOI":"10.1016\/j.compstruct.2022.115890","author":"Y Nie","year":"2022","unstructured":"Nie Y, Xie TY, Chen GM, Zhao XY, Lv JB (2022) A 2D generic multi-surface cohesive zone model for simulating FRP-to-concrete mixed-mode debonding failure. Compos Struct. https:\/\/doi.org\/10.1016\/j.compstruct.2022.115890","journal-title":"Compos Struct"},{"key":"874_CR36","doi-asserted-by":"publisher","first-page":"1497","DOI":"10.1016\/j.ijsolstr.2007.10.003","volume":"45","author":"RDSG Campilho","year":"2008","unstructured":"Campilho RDSG, de Moura MFSF, Domingues JJMS (2008) Using a cohesive damage model to predict the tensile behaviour of CFRP single-strap repairs. Int J Solids Struct 45:1497\u20131512. https:\/\/doi.org\/10.1016\/j.ijsolstr.2007.10.003","journal-title":"Int J Solids Struct"},{"key":"874_CR37","unstructured":"Camanho PP (2002) Mixed-mode decohesion finite elements for the simulation of delamination in composite materials. http:\/\/www.sti.nasa.gov. Accessed 24 Aug 2024"},{"key":"874_CR38","doi-asserted-by":"publisher","first-page":"439","DOI":"10.1016\/0266-3538(96)00005-X","volume":"56","author":"ML Benzeggagh","year":"1996","unstructured":"Benzeggagh ML, Kenane M (1996) Measurement of mixed-mode delamination fracture toughness of unidirectional glass\/epoxy composites with mixed-mode bending apparatus. Compos Sci Technol 56:439\u2013449. https:\/\/doi.org\/10.1016\/0266-3538(96)00005-X","journal-title":"Compos Sci Technol"},{"key":"874_CR39","doi-asserted-by":"publisher","first-page":"299","DOI":"10.1016\/0020-7683(89)90050-4","volume":"25","author":"J Lubliner","year":"1989","unstructured":"Lubliner J, Oliver J, Oller S, O\u00f1ate E (1989) A plastic-damage model for concrete. Int J Solids Struct 25:299\u2013326. https:\/\/doi.org\/10.1016\/0020-7683(89)90050-4","journal-title":"Int J Solids Struct"},{"key":"874_CR40","doi-asserted-by":"publisher","first-page":"892","DOI":"10.1061\/(ASCE)0733-9399(1998)124:8(892)","volume":"124","author":"J Lee","year":"1998","unstructured":"Lee J, Fenves GL (1998) Plastic-damage model for cyclic loading of concrete structures. J Eng Mech 124:892\u2013900. https:\/\/doi.org\/10.1061\/(ASCE)0733-9399(1998)124:8(892)","journal-title":"J Eng Mech"},{"key":"874_CR41","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2022.127824","author":"EO Momoh","year":"2022","unstructured":"Momoh EO, Osofero AI, Menshykov O (2022) Behaviour of clamp-enhanced palm tendons reinforced concrete. Constr Build Mater. https:\/\/doi.org\/10.1016\/j.conbuildmat.2022.127824","journal-title":"Constr Build Mater"},{"key":"874_CR42","unstructured":"Wahalathantri BL, Chan THT, Fawzia S (2011) A material model for flexural crack simulation in reinforced concrete elements using Abaqus, BE2011 proceedings. http:\/\/eprints.qut.edu.au\/41712\/. Accessed 24 Aug 2024"},{"key":"874_CR43","unstructured":"EN 1992\u20131\u20131: Eurocode 2: design of concrete structures-part 1\u20131: general rules and rules for buildings, 2004"},{"key":"874_CR44","doi-asserted-by":"publisher","first-page":"2781","DOI":"10.1016\/S0045-7949(01)00157-2","volume":"79","author":"T Wang","year":"2001","unstructured":"Wang T, Hsu TTC (2001) Nonlinear finite element analysis of concrete structures using new constitutive models. Comput Struct 79:2781\u20132791. https:\/\/doi.org\/10.1016\/S0045-7949(01)00157-2","journal-title":"Comput Struct"},{"key":"874_CR45","doi-asserted-by":"publisher","first-page":"38","DOI":"10.1016\/j.engstruct.2015.04.016","volume":"98","author":"AS Genikomsou","year":"2015","unstructured":"Genikomsou AS, Polak MA (2015) Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS. Eng Struct 98:38\u201348. https:\/\/doi.org\/10.1016\/j.engstruct.2015.04.016","journal-title":"Eng Struct"},{"key":"874_CR46","doi-asserted-by":"publisher","DOI":"10.1007\/s41062-022-01025-1","author":"ML Patton","year":"2023","unstructured":"Patton ML, Warsi SBF, Adak D (2023) Experimental and numerical study on the structural behaviour of HST, RCC and CFST stub columns under pure axial compression. Innov Infrastruct Solut. https:\/\/doi.org\/10.1007\/s41062-022-01025-1","journal-title":"Innov Infrastruct Solut"},{"key":"874_CR47","doi-asserted-by":"publisher","unstructured":"Ozkan Sengul CT, Tasdemir MA (n.d.) Influence of aggregate type on mechanical behavior of normal- and high-strength concretes. ACI Mater J. https:\/\/doi.org\/10.14359\/12361","DOI":"10.14359\/12361"},{"key":"874_CR48","doi-asserted-by":"publisher","DOI":"10.3390\/ma12020280","author":"JN Pacheco","year":"2019","unstructured":"Pacheco JN, de Brito J, Chastre C, Evangelista L (2019) Probabilistic conversion of the compressive strength of cubes to cylinders of natural and recycled aggregate concrete specimens. Materials. https:\/\/doi.org\/10.3390\/ma12020280","journal-title":"Materials"},{"key":"874_CR49","doi-asserted-by":"publisher","DOI":"10.3929\/ethz-a-006068632","volume-title":"Static-Cyclic Shear Tests on Masonry Wallettes with a Damp-Proof Course Membrane, IBK Bericht 319","author":"N Mojsilovi\u0107","year":"2009","unstructured":"Mojsilovi\u0107 N, Simundic G, Page A (2009) Static-Cyclic Shear Tests on Masonry Wallettes with a Damp-Proof Course Membrane, IBK Bericht 319. ETH Zurich. https:\/\/doi.org\/10.3929\/ethz-a-006068632"},{"key":"874_CR50","doi-asserted-by":"publisher","DOI":"10.1016\/j.matpr.2023.03.196","author":"A Mukherjee","year":"2023","unstructured":"Mukherjee A, Kaushik HB (2023) Numerical assessment of role of ferrocement overlay in strengthening of unreinforced masonry walls. Mater Today Proc. https:\/\/doi.org\/10.1016\/j.matpr.2023.03.196","journal-title":"Mater Today Proc"},{"key":"874_CR51","doi-asserted-by":"publisher","first-page":"386","DOI":"10.1016\/j.istruc.2022.06.014","volume":"42","author":"MT Islam","year":"2022","unstructured":"Islam MT, Noor-E-Khuda S, Saito T (2022) A simple infill frame with macro element masonry model for the in-plane performance of infill walls. Structures 42:386\u2013404. https:\/\/doi.org\/10.1016\/j.istruc.2022.06.014","journal-title":"Structures"},{"key":"874_CR52","doi-asserted-by":"publisher","first-page":"228","DOI":"10.1061\/(ASCE)0733-9445(1996)122:3(228)","volume":"122","author":"AB Mehrabi","year":"1996","unstructured":"Mehrabi AB, Shing PB, Schuller MP, Noland JL (1996) Experimental evaluation of masonry-infilled RC frames. J Struct Eng 122:228\u2013237. https:\/\/doi.org\/10.1061\/(ASCE)0733-9445(1996)122:3(228)","journal-title":"J Struct Eng"},{"key":"874_CR53","doi-asserted-by":"publisher","DOI":"10.3389\/fbuil.2018.00075","author":"G Blasi","year":"2018","unstructured":"Blasi G, De Luca F, Aiello MA (2018) Hybrid micro-modeling approach for the analysis of the cyclic behavior of RC frames. Front Built Environ. https:\/\/doi.org\/10.3389\/fbuil.2018.00075","journal-title":"Front Built Environ"},{"key":"874_CR54","doi-asserted-by":"publisher","DOI":"10.1016\/B978-008044637-0\/50112-8","author":"P Nogueiro","year":"2007","unstructured":"Nogueiro P, Sim\u00f5es Da Silva L, Bento R, Sim\u00f5es R (2007) Numerical implementation and calibration of a hysteretic model with pinching for the cyclic response of steel joints. Adv Steel Constr. https:\/\/doi.org\/10.1016\/B978-008044637-0\/50112-8","journal-title":"Adv Steel Constr"}],"container-title":["Progress in Additive Manufacturing"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s40964-024-00874-9.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/article\/10.1007\/s40964-024-00874-9\/fulltext.html","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s40964-024-00874-9.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2025,9,6]],"date-time":"2025-09-06T01:45:22Z","timestamp":1757123122000},"score":1,"resource":{"primary":{"URL":"https:\/\/link.springer.com\/10.1007\/s40964-024-00874-9"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2024,11,26]]},"references-count":54,"journal-issue":{"issue":"8","published-print":{"date-parts":[[2025,8]]}},"alternative-id":["874"],"URL":"https:\/\/doi.org\/10.1007\/s40964-024-00874-9","relation":{},"ISSN":["2363-9512","2363-9520"],"issn-type":[{"value":"2363-9512","type":"print"},{"value":"2363-9520","type":"electronic"}],"subject":[],"published":{"date-parts":[[2024,11,26]]},"assertion":[{"value":"21 February 2024","order":1,"name":"received","label":"Received","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"11 November 2024","order":2,"name":"accepted","label":"Accepted","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"26 November 2024","order":3,"name":"first_online","label":"First Online","group":{"name":"ArticleHistory","label":"Article History"}},{"order":1,"name":"Ethics","group":{"name":"EthicsHeading","label":"Declarations"}},{"value":"The authors declare that they have no conflict of interest.","order":2,"name":"Ethics","group":{"name":"EthicsHeading","label":"Conflict of interest"}}]}}