{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,7,3]],"date-time":"2026-07-03T06:25:10Z","timestamp":1783059910960,"version":"3.54.6"},"publisher-location":"Cham","reference-count":48,"publisher":"Springer Nature Switzerland","isbn-type":[{"value":"9783032304964","type":"print"},{"value":"9783032304971","type":"electronic"}],"license":[{"start":{"date-parts":[[2026,7,4]],"date-time":"2026-07-04T00:00:00Z","timestamp":1783123200000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.springernature.com\/gp\/researchers\/text-and-data-mining"},{"start":{"date-parts":[[2026,7,4]],"date-time":"2026-07-04T00:00:00Z","timestamp":1783123200000},"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":[],"published-print":{"date-parts":[[2027]]},"DOI":"10.1007\/978-3-032-30497-1_26","type":"book-chapter","created":{"date-parts":[[2026,7,3]],"date-time":"2026-07-03T06:08:52Z","timestamp":1783058932000},"page":"429-445","update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":0,"title":["The CASS Method for\u00a0the\u00a0Design of\u00a0Supporting Structures"],"prefix":"10.1007","author":[{"ORCID":"https:\/\/orcid.org\/0000-0001-7811-6925","authenticated-orcid":false,"given":"Andrea","family":"Montanino","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Francesco","family":"Fabbrocino","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"297","published-online":{"date-parts":[[2026,7,4]]},"reference":[{"issue":"3","key":"26_CR1","doi-asserted-by":"publisher","first-page":"317","DOI":"10.1002\/(SICI)1097-0207(20000530)48:33.0.CO;2-C","volume":"48","author":"G Alfano","year":"2000","unstructured":"Alfano, G., Rosati, L., Valoroso, N.: A numerical strategy for finite element analysis of no-tension materials. Int. J. Numer. Meth. Eng. 48(3), 317\u2013350 (2000). https:\/\/doi.org\/10.1002\/(SICI)1097-0207(20000530)48:33.0.CO;2-C","journal-title":"Int. J. Numer. Meth. Eng."},{"key":"26_CR2","doi-asserted-by":"publisher","first-page":"195","DOI":"10.1007\/BF00989121","volume":"28","author":"M Angelillo","year":"1993","unstructured":"Angelillo, M.: Constitutive relations for no-tension materials. Meccanica 28, 195\u2013202 (1993). https:\/\/doi.org\/10.1007\/BF00989121","journal-title":"Meccanica"},{"key":"26_CR3","series-title":"CISM International Centre for Mechanical Sciences","doi-asserted-by":"publisher","DOI":"10.1007\/978-3-7091-1774-3","volume-title":"Mechanics of Masonry Structures","year":"2014","unstructured":"Angelillo, M. (ed.): Mechanics of Masonry Structures. CICMS, vol. 551. Springer, Vienna (2014). https:\/\/doi.org\/10.1007\/978-3-7091-1774-3"},{"issue":"24","key":"26_CR4","doi-asserted-by":"publisher","first-page":"8028","DOI":"10.1016\/j.tafmec.2005.09.008","volume":"44","author":"A Baratta","year":"2007","unstructured":"Baratta, A., Corbi, O.: Stress analysis of masonry vaults and static efficacy of FRP repairs. Int. J. Solids Struct. 44(24), 8028\u20138056 (2007). https:\/\/doi.org\/10.1016\/j.tafmec.2005.09.008","journal-title":"Int. J. Solids Struct."},{"issue":"29\u201330","key":"26_CR5","doi-asserted-by":"publisher","first-page":"1841","DOI":"10.1016\/j.compstruc.2006.08.002","volume":"84","author":"P Block","year":"2006","unstructured":"Block, P., Ciblac, T., Ochsendorf, J.: Real-time limit analysis of vaulted masonry buildings. Comput. Struct. 84(29\u201330), 1841\u20131852 (2006). https:\/\/doi.org\/10.1016\/j.compstruc.2006.08.002","journal-title":"Comput. Struct."},{"key":"26_CR6","doi-asserted-by":"publisher","unstructured":"Buzzetti, M., Gandolfi, A., Pingaro, N., Milani, G.: A new advanced and simple procedure for the nonlinear static analysis of curved masonry structures. In: Mazzolani, F.M., Landolfo, R., Faggiano, B. (eds.) IPROHITECH 2025. LNCE, vol. 596, pp. 176\u2013183. Springer, Cham (2025). https:\/\/doi.org\/10.1007\/978-3-031-87316-4_22","DOI":"10.1007\/978-3-031-87316-4_22"},{"key":"26_CR7","doi-asserted-by":"publisher","unstructured":"Buzzetti, M., Pingaro, N., Gandolfi, A., Milani, G.: Limit analysis-based approach for the assessment of local failures in masonry aggregates according to Italian standards. In: Mazzolani, F.M., Landolfo, R., Faggiano, B. (eds.) PROHITECH 2025. LNCE, vol. 596, pp. 168\u2013175. Springer, Cham (2025). https:\/\/doi.org\/10.1007\/978-3-031-87316-4_21","DOI":"10.1007\/978-3-031-87316-4_21"},{"issue":"1","key":"26_CR8","doi-asserted-by":"publisher","first-page":"313","DOI":"10.1016\/S0045-7825(99)00298-4","volume":"189","author":"M Cuomo","year":"2000","unstructured":"Cuomo, M., Ventura, G.: A complementary energy formulation of no tension masonry-like solids. Comput. Methods Appl. Mech. Eng. 189(1), 313\u2013339 (2000). https:\/\/doi.org\/10.1016\/S0045-7825(99)00298-4","journal-title":"Comput. Methods Appl. Mech. Eng."},{"issue":"8","key":"26_CR9","doi-asserted-by":"publisher","first-page":"3622","DOI":"10.3390\/app11083622","volume":"11","author":"C Cusano","year":"2021","unstructured":"Cusano, C., Montanino, A., Olivieri, C., Paris, V., Cennamo, C.: Graphical and analytical quantitative comparison in the Domes assessment: the case of San Francesco di Paola. Appl. Sci. 11(8), 3622 (2021)","journal-title":"Appl. Sci."},{"key":"26_CR10","doi-asserted-by":"crossref","unstructured":"Di\u00a0Gennaro, L., et al.: In-situ load testing of an ancient masonry structure using fibre optics. Structures 70, 107567 (2024)","DOI":"10.1016\/j.istruc.2024.107567"},{"key":"26_CR11","doi-asserted-by":"publisher","first-page":"359","DOI":"10.1016\/j.aej.2024.08.043","volume":"109","author":"F Fabbrocino","year":"2024","unstructured":"Fabbrocino, F., Olivieri, C., Luciano, R., Vaiano, G., Maddaloni, G., Iannuzzo, A.: Seismic performance of historic masonry buildings: A comparative analysis of equivalent frame and block-based methods. Alex. Eng. J. 109, 359\u2013375 (2024)","journal-title":"Alex. Eng. J."},{"key":"26_CR12","doi-asserted-by":"publisher","DOI":"10.1016\/j.cma.2023.116060","volume":"411","author":"A Farahat","year":"2023","unstructured":"Farahat, A., Verhelst, H.M., Kiendl, J., Kapl, M.: Isogeometric analysis for multi-patch structured Kirchhoff-Love shells. Comput. Methods Appl. Mech. Eng. 411, 116060 (2023)","journal-title":"Comput. Methods Appl. Mech. Eng."},{"key":"26_CR13","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2019.109846","volume":"202","author":"A Fraddosio","year":"2020","unstructured":"Fraddosio, A., Lepore, N., Piccioni, M.D.: Thrust surface method: an innovative approach for the three-dimensional lower bound limit analysis of masonry vaults. Eng. Struct. 202, 109846 (2020)","journal-title":"Eng. Struct."},{"issue":"25","key":"26_CR14","doi-asserted-by":"publisher","first-page":"6211","DOI":"10.1016\/S0020-7683(02)00472-9","volume":"39","author":"F Fraternali","year":"2002","unstructured":"Fraternali, F., Angelillo, M., Fortunato, A.: A lumped stress method for plane elastic problems and the discrete-continuum approximation. Int. J. Solids Struct. 39(25), 6211\u20136240 (2002)","journal-title":"Int. J. Solids Struct."},{"issue":"1","key":"26_CR15","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1080\/15583058.2018.1492647","volume":"14","author":"S Galassi","year":"2020","unstructured":"Galassi, S., Ruggieri, N., Tempesta, G.: A novel numerical tool for seismic vulnerability analysis of ruins in archaeological sites. Int. J. Arch. Heritage 14(1), 1\u201322 (2020). https:\/\/doi.org\/10.1080\/15583058.2018.1492647","journal-title":"Int. J. Arch. Heritage"},{"key":"26_CR16","doi-asserted-by":"publisher","DOI":"10.1016\/j.ijsolstr.2024.112943","volume":"301","author":"S Galassi","year":"2024","unstructured":"Galassi, S., Tempesta, G.: Safety assessment of masonry undamaged and damaged arches subjected to gravitational loads and horizontal forces: a numeric procedure to identify the optimal thrust line. Int. J. Solids Struct. 301, 112943 (2024). https:\/\/doi.org\/10.1016\/j.ijsolstr.2024.112943","journal-title":"Int. J. Solids Struct."},{"key":"26_CR17","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2022.115359","volume":"276","author":"S Galassi","year":"2023","unstructured":"Galassi, S., Zampieri, P.: A new automatic procedure for nonlinear analysis of masonry arches subjected to large support movements. Eng. Struct. 276, 115359 (2023). https:\/\/doi.org\/10.1016\/j.engstruct.2022.115359","journal-title":"Eng. Struct."},{"key":"26_CR18","doi-asserted-by":"publisher","DOI":"10.1016\/j.engfailanal.2022.107004","volume":"145","author":"S Galassi","year":"2023","unstructured":"Galassi, S.: An alternative approach for limit analysis of masonry arches on moving supports in finite small displacements. Eng. Fail. Anal. 145, 107004 (2023)","journal-title":"Eng. Fail. Anal."},{"key":"26_CR19","doi-asserted-by":"publisher","first-page":"878","DOI":"10.1016\/j.prostr.2023.01.114","volume":"44","author":"M Guadagnuolo","year":"2023","unstructured":"Guadagnuolo, M., Di Gennaro, L., Basile, A., De Matteis, G.: Simplified methods for the evaluation of mechanical properties of tuff masonry walls in Campania (Italy). Procedia Struct. Integrity 44, 878\u2013885 (2023)","journal-title":"Procedia Struct. Integrity"},{"issue":"2","key":"26_CR20","doi-asserted-by":"publisher","first-page":"249","DOI":"10.1016\/0020-7683(66)90018-7","volume":"2","author":"J Heyman","year":"1966","unstructured":"Heyman, J.: The stone skeleton. Int. J. Solids Struct. 2(2), 249\u2013279 (1966). https:\/\/doi.org\/10.1016\/0020-7683(66)90018-7","journal-title":"Int. J. Solids Struct."},{"key":"26_CR21","doi-asserted-by":"publisher","DOI":"10.1016\/j.softx.2025.102180","volume":"30","author":"Y Hua","year":"2025","unstructured":"Hua, Y., Buzzetti, M., Pingaro, N., da Silva, L.C., Milani, G.: A computerized tool for the kinematic limit analysis of 2D masonry structures failing on a tilting table. SoftwareX 30, 102180 (2025)","journal-title":"SoftwareX"},{"issue":"4","key":"26_CR22","doi-asserted-by":"publisher","first-page":"297","DOI":"10.3763\/asre.2008.5136","volume":"51","author":"S Huerta","year":"2008","unstructured":"Huerta, S.: The analysis of masonry architecture: a historical approach: to the memory of professor Henry. J. Cowan. Arch. Sci. Rev. 51(4), 297\u2013328 (2008). https:\/\/doi.org\/10.3763\/asre.2008.5136","journal-title":"J. Cowan. Arch. Sci. Rev."},{"key":"26_CR23","unstructured":"Huerta Fern\u00e1ndez, S.: Mechanics of masonry vaults: the equilibrium approach (2001)"},{"key":"26_CR24","doi-asserted-by":"crossref","unstructured":"Iannuzzo, A., Gesualdo, A., Olivieri, C., Montanino, A.: 3D exploration of internal stresses due to lateral loads and foundation movements in a semicircular arch. In: Computational Methods in Structural Dynamics and Earthquake Engineering, pp. 2476\u20132491. National Technical University of Athens (2023)","DOI":"10.7712\/120123.10576.21345"},{"issue":"24","key":"26_CR25","doi-asserted-by":"publisher","first-page":"3769","DOI":"10.1111\/mice.13311","volume":"39","author":"A Iannuzzo","year":"2024","unstructured":"Iannuzzo, A., Musone, V., Ruocco, E.: A neural network-based automated methodology to identify the crack causes in masonry structures. Comput.-Aided Civ. Infrastruct. Eng. 39(24), 3769\u20133785 (2024)","journal-title":"Comput.-Aided Civ. Infrastruct. Eng."},{"key":"26_CR26","doi-asserted-by":"publisher","DOI":"10.1016\/j.compstruc.2021.106645","volume":"257","author":"A Iannuzzo","year":"2021","unstructured":"Iannuzzo, A., Block, P., Angelillo, M., Gesualdo, A.: A continuous energy-based numerical approach to predict fracture mechanisms in masonry structures: CDF method. Comput. Struct. 257, 106645 (2021). https:\/\/doi.org\/10.1016\/j.compstruc.2021.106645","journal-title":"Comput. Struct."},{"key":"26_CR27","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2024.119220","volume":"323","author":"A Iannuzzo","year":"2025","unstructured":"Iannuzzo, A., Mallardo, V.: A novel approach to model differential settlements and crack patterns in masonry structures. Eng. Struct. 323, 119220 (2025)","journal-title":"Eng. Struct."},{"key":"26_CR28","doi-asserted-by":"publisher","unstructured":"Iannuzzo, A., Matarazzo, G., Cusano, C., Ferraro, M., Maddaloni, G.: Insights into the collapse of the asciello masonry bridge in benevento. In: Gervasi, O., et al. (eds.) ICCSA 2025. LNCS, vol. 15886, pp. 381\u2013395. Springer, Cham (2025). https:\/\/doi.org\/10.1007\/978-3-031-97576-9_26","DOI":"10.1007\/978-3-031-97576-9_26"},{"issue":"4","key":"26_CR29","doi-asserted-by":"publisher","first-page":"422","DOI":"10.1504\/IJMRI.2021.118842","volume":"6","author":"A Iannuzzo","year":"2021","unstructured":"Iannuzzo, A., Mele, T.V., Block, P.: Stability and load-bearing capacity assessment of a deformed multi-span masonry bridge using the PRD method. Int. J. Masonry Res. Innov. 6(4), 422\u2013445 (2021). https:\/\/doi.org\/10.1504\/IJMRI.2021.118842","journal-title":"Int. J. Masonry Res. Innov."},{"key":"26_CR30","doi-asserted-by":"publisher","DOI":"10.1016\/j.ijsolstr.2023.112633","volume":"289","author":"A Iannuzzo","year":"2024","unstructured":"Iannuzzo, A., Montanino, A.: A limit analysis-based CASS approach for the in-plane seismic capacity of masonry fa\u00e7ades. Int. J. Solids Struct. 289, 112633 (2024). https:\/\/doi.org\/10.1016\/j.ijsolstr.2023.112633","journal-title":"Int. J. Solids Struct."},{"issue":"3","key":"26_CR31","doi-asserted-by":"publisher","first-page":"503","DOI":"10.2140\/jomms.2006.1.503","volume":"1","author":"M Lucchesi","year":"2006","unstructured":"Lucchesi, M., \u0160ilhav\u1ef3, M., Zani, N.: A new class of equilibrated stress fields for no-tension bodies. J. Mech. Mater. Struct. 1(3), 503\u2013539 (2006). https:\/\/doi.org\/10.2140\/jomms.2006.1.503","journal-title":"J. Mech. Mater. Struct."},{"key":"26_CR32","doi-asserted-by":"publisher","first-page":"47","DOI":"10.3390\/buildings16010047","volume":"16","author":"G Meloni","year":"2026","unstructured":"Meloni, G., Pourfouladi, M., Pingaro, N.: Parametric modelling and nonlinear FE analysis of trepponti bridge subjected to differential settlements. Buildings 16, 47 (2026). https:\/\/doi.org\/10.3390\/buildings16010047","journal-title":"Buildings"},{"key":"26_CR33","doi-asserted-by":"publisher","DOI":"10.1016\/j.ijsolstr.2022.111954","volume":"256","author":"A Montanino","year":"2022","unstructured":"Montanino, A., De Gregorio, D., Olivieri, C., Iannuzzo, A.: The continuous airy-based for stress-singularities (CASS) method: an energy-based numerical formulation for unilateral materials. Int. J. Solids Struct. 256, 111954 (2022). https:\/\/doi.org\/10.1016\/j.ijsolstr.2022.111954","journal-title":"Int. J. Solids Struct."},{"key":"26_CR34","doi-asserted-by":"publisher","unstructured":"Montanino, A., Fabbrocino, F.: Seismic performance of irregular buildings through the CASS method. In: Gervasi, O., et al. (eds.) ICCSA 2025. LNCS, vol. 15886, pp. 338\u2013353. Springer, Cham (2025). https:\/\/doi.org\/10.1007\/978-3-031-97576-9_23","DOI":"10.1007\/978-3-031-97576-9_23"},{"key":"26_CR35","doi-asserted-by":"publisher","DOI":"10.1016\/j.cma.2024.117433","volume":"432","author":"A Montanino","year":"2024","unstructured":"Montanino, A., Iannuzzo, A.: A quadrilateral plate-type finite element to model stress singularities in no-tension materials. Comput. Methods Appl. Mech. Eng. 432, 117433 (2024)","journal-title":"Comput. Methods Appl. Mech. Eng."},{"key":"26_CR36","doi-asserted-by":"crossref","unstructured":"Montanino, A., Olivieri, C., De Gregorio, D., Iannuzzo, A.: Two continuous dual strategies to solve the kinematical and equilibrium problem for masonry-like structures. WCCM-ECCOMAS CONGRESS. Scipedia SL (2022)","DOI":"10.23967\/eccomas.2022.207"},{"issue":"9","key":"26_CR37","doi-asserted-by":"publisher","first-page":"3846","DOI":"10.3390\/app11093846","volume":"11","author":"A Montanino","year":"2021","unstructured":"Montanino, A., Olivieri, C., Zuccaro, G., Angelillo, M.: From stress to shape: equilibrium of cloister and cross vaults. Appl. Sci. 11(9), 3846 (2021)","journal-title":"Appl. Sci."},{"key":"26_CR38","doi-asserted-by":"crossref","unstructured":"Montanino, A., Perelli, F.L., De Gregorio, D., Zuccaro, G.: Application of the continuous airy-based for stress singularities (CASS) to the load bearing capacity of masonry structures under seismic loads (2023)","DOI":"10.7712\/120123.10577.21347"},{"key":"26_CR39","doi-asserted-by":"publisher","DOI":"10.1016\/j.cma.2023.116375","volume":"416","author":"NA Nodargi","year":"2023","unstructured":"Nodargi, N.A.: An isogeometric collocation method for the static limit analysis of masonry domes under their self-weight. Comput. Methods Appl. Mech. Eng. 416, 116375 (2023). https:\/\/doi.org\/10.1016\/j.cma.2023.116375","journal-title":"Comput. Methods Appl. Mech. Eng."},{"key":"26_CR40","doi-asserted-by":"crossref","unstructured":"Paris, V., Gobbin, F., Nannei, V.M., Resmini, M., Mirabella Roberti, G.: Distinct element method analyses for damage assessment: the northern spur of valverde bulwark in the venetian fortress of bergamo. Int. J. Arch. Heritage 1\u201315 (2024)","DOI":"10.1080\/15583058.2024.2345701"},{"key":"26_CR41","doi-asserted-by":"publisher","first-page":"1127523","DOI":"10.3389\/fbuil.2023.1127523","volume":"9","author":"FL Perelli","year":"2023","unstructured":"Perelli, F.L., De Gregorio, D., Montanino, A., Olivieri, C., Maddaloni, G., Iannuzzo, A.: Energy-based modelling of in-plane fragility curves for the 2D ultimate capacity of Italian masonry buildings. Front. Built Environ. 9, 1127523 (2023)","journal-title":"Front. Built Environ."},{"issue":"1","key":"26_CR42","doi-asserted-by":"publisher","first-page":"134","DOI":"10.1080\/15583058.2022.2124133","volume":"17","author":"M Petracca","year":"2023","unstructured":"Petracca, M., Camata, G., Spacone, E., Pel\u00e0, L.: Efficient constitutive model for continuous micro-modeling of masonry structures. Int. J. Arch. Heritage 17(1), 134\u2013146 (2023). https:\/\/doi.org\/10.1080\/15583058.2022.2124133","journal-title":"Int. J. Arch. Heritage"},{"key":"26_CR43","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2025.122056","volume":"351","author":"N Pingaro","year":"2026","unstructured":"Pingaro, N., Milani, G.: Simple interface element equipped with thickness for the non-linear static heterogeneous analysis of masonry walls in-plane loaded: implementation and validation. Eng. Struct. 351, 122056 (2026). https:\/\/doi.org\/10.1016\/j.engstruct.2025.122056","journal-title":"Eng. Struct."},{"key":"26_CR44","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2023.116113","volume":"286","author":"A Prosperi","year":"2023","unstructured":"Prosperi, A., Longo, M., Korswagen, P.A., Korff, M., Rots, J.G.: Sensitivity modelling with objective damage assessment of unreinforced masonry fa\u00e7ades undergoing different subsidence settlement patterns. Eng. Struct. 286, 116113 (2023). https:\/\/doi.org\/10.1016\/j.engstruct.2023.116113","journal-title":"Eng. Struct."},{"key":"26_CR45","doi-asserted-by":"publisher","DOI":"10.1016\/j.compstruct.2022.115248","volume":"285","author":"T Rotunno","year":"2022","unstructured":"Rotunno, T., Fagone, M., Ranocchiai, G., Grande, E.: Micro-mechanical FE modelling and constitutive parameters calibration of masonry panels strengthened with CFRP sheets. Compos. Struct. 285, 115248 (2022). https:\/\/doi.org\/10.1016\/j.compstruct.2022.115248","journal-title":"Compos. Struct."},{"key":"26_CR46","doi-asserted-by":"publisher","first-page":"831","DOI":"10.1016\/j.istruc.2019.12.017","volume":"23","author":"M Shadlou","year":"2020","unstructured":"Shadlou, M., Ahmadi, E., Kashani, M.M.: Micromechanical modelling of mortar joints and brick-mortar interfaces in masonry Structures: a review of recent developments. Structures 23, 831\u2013844 (2020)","journal-title":"Structures"},{"issue":"2","key":"26_CR47","doi-asserted-by":"publisher","first-page":"1","DOI":"10.1145\/2835173","volume":"35","author":"HV Shin","year":"2016","unstructured":"Shin, H.V., Porst, C.F., Vouga, E., Ochsendorf, J., Durand, F.: Reconciling elastic and equilibrium methods for static analysis. ACM Trans. Graphics (TOG) 35(2), 1\u201316 (2016). https:\/\/doi.org\/10.1145\/2835173","journal-title":"ACM Trans. Graphics (TOG)"},{"key":"26_CR48","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2021.126093","volume":"317","author":"Q Xia","year":"2022","unstructured":"Xia, Q., Sun, Y., Wu, J., Li, J., Li, Y., Shen, C.: Investigation of compression constitutive relationship of ancient brick masonry. Constr. Build. Mater. 317, 126093 (2022). https:\/\/doi.org\/10.1016\/j.conbuildmat.2021.126093","journal-title":"Constr. Build. Mater."}],"container-title":["Lecture Notes in Computer Science","Computational Science and Its Applications \u2013 ICCSA 2026 Workshops"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/978-3-032-30497-1_26","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,7,3]],"date-time":"2026-07-03T06:09:10Z","timestamp":1783058950000},"score":1,"resource":{"primary":{"URL":"https:\/\/link.springer.com\/10.1007\/978-3-032-30497-1_26"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2026,7,4]]},"ISBN":["9783032304964","9783032304971"],"references-count":48,"URL":"https:\/\/doi.org\/10.1007\/978-3-032-30497-1_26","relation":{},"ISSN":["0302-9743","1611-3349"],"issn-type":[{"value":"0302-9743","type":"print"},{"value":"1611-3349","type":"electronic"}],"subject":[],"published":{"date-parts":[[2026,7,4]]},"assertion":[{"value":"4 July 2026","order":1,"name":"first_online","label":"First Online","group":{"name":"ChapterHistory","label":"Chapter History"}},{"value":"ICCSA","order":1,"name":"conference_acronym","label":"Conference Acronym","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"International Conference on Computational Science and Its Applications","order":2,"name":"conference_name","label":"Conference Name","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"Braga","order":3,"name":"conference_city","label":"Conference City","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"Portugal","order":4,"name":"conference_country","label":"Conference Country","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"2026","order":5,"name":"conference_year","label":"Conference Year","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"30 June 2026","order":7,"name":"conference_start_date","label":"Conference Start Date","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"3 July 2026","order":8,"name":"conference_end_date","label":"Conference End Date","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"26","order":9,"name":"conference_number","label":"Conference Number","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"iccsa2026","order":10,"name":"conference_id","label":"Conference ID","group":{"name":"ConferenceInfo","label":"Conference Information"}},{"value":"https:\/\/iccsa.org\/","order":11,"name":"conference_url","label":"Conference URL","group":{"name":"ConferenceInfo","label":"Conference Information"}}]}}