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            	{"first" : "Tzu-Ying",	"last" : "Chen"},
            	{"first" : "Seiichi",	"last" : "Suzuki"},
            	{"first" : "Marta",	"last" : "Gil Pérez"},
            	{"first" : "Yanan",	"last" : "Guo"},
            	{"first" : "Jan",	"last" : "Knippers"}
         ],
         
         "bibtexKey": "chen2024integrative"

      }
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      {
         "type" : "Publication",
         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/2e71d7d2a13f386f81f09f9a540319c12/itke",         
         "tags" : [
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         "label" : "Integrative material and structural design methods for bamboo woven deployable structures: The BamX! Research Pavilion.",
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         "date" : "2024-11-27 11:50:20",
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         "journal": "Journal of the International Association for Shell and Spatial Structures",
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         "author": [ 
            "Tzu-Ying Chen","Seiichi Suzuki","Marta Gil Pérez","Yanan Guo","Jan Knippers"
         ],
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            	{"first" : "Tzu-Ying",	"last" : "Chen"},
            	{"first" : "Seiichi",	"last" : "Suzuki"},
            	{"first" : "Marta",	"last" : "Gil Pérez"},
            	{"first" : "Yanan",	"last" : "Guo"},
            	{"first" : "Jan",	"last" : "Knippers"}
         ],
         
         "bibtexKey": "chen2024integrative"

      }
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         "type" : "Publication",
         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/2cf140481790a0eb8be90b01b1fc8fa4f/itke",         
         "tags" : [
            "2021","3D","architecture","baszynski","bio-composite","biomat","craft","dahy","design","digital","fabrication","integrative","itke","lace","lehrecke","moldless","process","structure","tailored","tucker"
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         "label" : "Tailored Lace : Moldless Fabrication of 3D Bio-Composite Structures through an Integrative Design and Fabrication Process",
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         "date" : "2024-01-10 14:09:31",
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         "pub-type": "article",
         "journal": "Applied Sciences","publisher":"MDPI",
         "year": "2021", 
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         "author": [ 
            "August Lehrecke","Cody Tucker","Xiliu Yang","Piotr Baszynski","Hanaa Dahy"
         ],
         "authors": [
         	
            	{"first" : "August",	"last" : "Lehrecke"},
            	{"first" : "Cody",	"last" : "Tucker"},
            	{"first" : "Xiliu",	"last" : "Yang"},
            	{"first" : "Piotr",	"last" : "Baszynski"},
            	{"first" : "Hanaa",	"last" : "Dahy"}
         ],
         "volume": "11","number": "22","pages": "10989","abstract": "This research demonstrates an integrative computational design and fabrication workflow for the production of surface-active fibre composites, which uses natural fibres, revitalises a traditional craft, and avoids the use of costly molds. Fibre-reinforced polymers (FRPs) are highly tunable building materials, which gain efficiency from fabrication techniques enabling controlled fibre direction and placement in tune with load-bearing requirements. These techniques have evolved closely with industrial textile processes. However, increased focus on automation within FRP fabrication processes have overlooked potential key benefits presented by some lesser-known traditional techniques of fibre arrangement. This research explores the process of traditional bobbin lace-making and applies it in a computer-aided design and fabrication process of a small-scale structural demonstrator in the form of a chair. The research exposes qualities that can expand the design space of FRPs, as well as speculates about the potential automation of the process. In addition, Natural Fibre-Reinforced Polymers (NFRP) are investigated as a sustainable and human-friendly alternative to more popular carbon and glass FRPs.",
         "language" : "eng",
         
         "issn" : "2076-3417",
         
         "doi" : "10.3390/app112210989",
         
         "bibtexKey": "lehrecke2021tailored"

      }
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         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/2cf140481790a0eb8be90b01b1fc8fa4f/petraheim",         
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         "author": [ 
            "August Lehrecke","Cody Tucker","Xiliu Yang","Piotr Baszynski","Hanaa Dahy"
         ],
         "authors": [
         	
            	{"first" : "August",	"last" : "Lehrecke"},
            	{"first" : "Cody",	"last" : "Tucker"},
            	{"first" : "Xiliu",	"last" : "Yang"},
            	{"first" : "Piotr",	"last" : "Baszynski"},
            	{"first" : "Hanaa",	"last" : "Dahy"}
         ],
         "volume": "11","number": "22","pages": "10989","abstract": "This research demonstrates an integrative computational design and fabrication workflow for the production of surface-active fibre composites, which uses natural fibres, revitalises a traditional craft, and avoids the use of costly molds. Fibre-reinforced polymers (FRPs) are highly tunable building materials, which gain efficiency from fabrication techniques enabling controlled fibre direction and placement in tune with load-bearing requirements. These techniques have evolved closely with industrial textile processes. However, increased focus on automation within FRP fabrication processes have overlooked potential key benefits presented by some lesser-known traditional techniques of fibre arrangement. This research explores the process of traditional bobbin lace-making and applies it in a computer-aided design and fabrication process of a small-scale structural demonstrator in the form of a chair. The research exposes qualities that can expand the design space of FRPs, as well as speculates about the potential automation of the process. In addition, Natural Fibre-Reinforced Polymers (NFRP) are investigated as a sustainable and human-friendly alternative to more popular carbon and glass FRPs.",
         "language" : "eng",
         
         "issn" : "2076-3417",
         
         "doi" : "10.3390/app112210989",
         
         "bibtexKey": "lehrecke2021tailored"

      }
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         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/28c736bcf24e2f4c3282a86737e1875be/itke",         
         "tags" : [
            "2023","building","cfw","coreless","design","digital","fabrication","gil","industry","integrative","itke","knippers","research","structural","structure","systems","winding"
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         "intraHash" : "8c736bcf24e2f4c3282a86737e1875be",
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         "label" : "Integrative Structural Design of Nonstandard Building Systems: Bridging the Gap Between Research and Industry",
         "user" : "itke",
         "description" : "",
         "date" : "2023-11-21 13:28:04",
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         "pub-type": "article",
         "journal": "Technology  Architecture + Design","publisher":"Taylor & Francis",
         "year": "2023", 
         "url": "", 
         
         "author": [ 
            "Marta Gil Pérez","Jan Knippers"
         ],
         "authors": [
         	
            	{"first" : "Marta",	"last" : "Gil Pérez"},
            	{"first" : "Jan",	"last" : "Knippers"}
         ],
         "volume": "7:2","pages": "244-261","abstract": "The utilization in architecture of computational design and digital fabrication, coupled with the exploration of new material systems, brings the potential to break with conventional ways of building. However, these emerging nonstandard structures also demand new ways of designing and proving the structure\u2019s integrity and safety. This paper aims to develop an integrative structural design methodology and workflow to design, optimize, and validate nonstandard building systems by combining a multiscale and digital-physical approach. The methods are showcased with coreless filament winding (CFW) structures, an additive manufacturing method representative of nonstandard building systems made possible by robotic fabrication. The results demonstrate the potential of this methodology to shorten the gap between research and industry, facilitating the realization of innovative structures.",
         "language" : "eng",
         
         "doi" : "https://doi.org/10.1080/24751448.2023.2246801",
         
         "bibtexKey": "gilperez2023integrative"

      }
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         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/28c736bcf24e2f4c3282a86737e1875be/petraheim",         
         "tags" : [
            "2023","building","cfw","coreless","design","digital","fabrication","gil","industry","integrative","itke","knippers","research","structural","structure","systems","winding"
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         "intraHash" : "8c736bcf24e2f4c3282a86737e1875be",
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         "label" : "Integrative Structural Design of Nonstandard Building Systems: Bridging the Gap Between Research and Industry",
         "user" : "petraheim",
         "description" : "",
         "date" : "2023-11-21 12:29:46",
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         "pub-type": "article",
         "journal": "Technology  Architecture + Design","publisher":"Taylor & Francis",
         "year": "2023", 
         "url": "", 
         
         "author": [ 
            "Marta Gil Pérez","Jan Knippers"
         ],
         "authors": [
         	
            	{"first" : "Marta",	"last" : "Gil Pérez"},
            	{"first" : "Jan",	"last" : "Knippers"}
         ],
         "volume": "7:2","pages": "244-261","abstract": "The utilization in architecture of computational design and digital fabrication, coupled with the exploration of new material systems, brings the potential to break with conventional ways of building. However, these emerging nonstandard structures also demand new ways of designing and proving the structure\u2019s integrity and safety. This paper aims to develop an integrative structural design methodology and workflow to design, optimize, and validate nonstandard building systems by combining a multiscale and digital-physical approach. The methods are showcased with coreless filament winding (CFW) structures, an additive manufacturing method representative of nonstandard building systems made possible by robotic fabrication. The results demonstrate the potential of this methodology to shorten the gap between research and industry, facilitating the realization of innovative structures.",
         "language" : "eng",
         
         "doi" : "https://doi.org/10.1080/24751448.2023.2246801",
         
         "bibtexKey": "gilperez2023integrative"

      }
,
      {
         "type" : "Publication",
         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/2810439a38e14ba17cd6132f4eba825a4/petraheim",         
         "tags" : [
            "2023","Integrative","Structural","architecture","building","coreless","coreless-wound","design","engineering","gil","itke","non-standard","perez","structures","systems"
         ],
         
         "intraHash" : "810439a38e14ba17cd6132f4eba825a4",
         "interHash" : "15365cc39983cee831b10167a2532550",
         "label" : "Integrative Structural Design of Non-Standard Building Systems: Coreless Filament-Wound Structures as a Case Study.",
         "user" : "petraheim",
         "description" : "",
         "date" : "2023-05-16 10:55:27",
         "changeDate" : "2023-05-16 10:55:27",
         "count" : 5,
         "pub-type": "phdthesis",
         "series": "Forschungsberichte aus dem Institut für Tragkonstruktionen und Konstruktives Entwerfen, Universität Stuttgart","publisher":"Institut für Tragkonstruktionen und Konstruktives Entwerfen, Universität Stuttgart","address":"Stuttgart",
         "year": "2023", 
         "url": "", 
         
         "author": [ 
            "Marta Gil Pérez"
         ],
         "authors": [
         	
            	{"first" : "Marta",	"last" : "Gil Pérez"}
         ],
         "volume": "49","pages": "75","abstract": "Our society is experiencing the emergence of novel nonstandard building systems unlocked by digital technologies in the building sector. The utilisation of computational design processes and digital fabrication, coupled with the exploration of new materiality, bring the potential to break with conventional ways of building. However, they also demand new ways of designing and proving the structure's safety.\r\nThis dissertation aims to develop an integrative structural design methodology and workflow to design, optimise and validate non-standard building systems. Therefore, a multiscale, digital-physical approach is proposed, which combines structural simulation with small-scale models and material testing, allowing the structure's optimisation and proof of safety.\r\nThe first two chapters explain the research motivation, objectives and  ontextualisation. Historical remarks are given to understand the evolution of structural design and the key aspects that created innovation and non-standard systems in the past. Coreless filament winding (CFW) is also introduced here as a representative example of non-standard building systems.\r\nChapter three contains the publications that describe the development of the integrative structural design methodologies through coreless filament wound structures as a case study. All the publications are supported by CFW specimens\r\nor full-scale built demonstrators, including BUGA Fibre Pavilion, Maison Fibre and LivMatS Pavilion.\r\nChapters four and five summarise the results, generalising the workflow from CFW structures to non-standard building systems into four sub-methods: multi-level modelling and evaluation; structural characterisation; integrative design; and optimisation and safety verification. The discussion locates the integrative structural design in the historical context and analyses the strategies to prove the safety of\r\nother non-standard systems. The conclusion emphasises the potential of this methodology to shorten the gap between research and industry, facilitating the realisation of innovative structures.",
         "isbn" : "978-3--922302-49-0",
         
         "language" : "eng",
         
         "bibtexKey": "gilperez2023integrative"

      }
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      {
         "type" : "Publication",
         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/2810439a38e14ba17cd6132f4eba825a4/itke",         
         "tags" : [
            "coreless","Structural","gil","perez","2023","building","engineering","non-standard","systems","design","Integrative","itke","from:petraheim","structures","coreless-wound","architecture"
         ],
         
         "intraHash" : "810439a38e14ba17cd6132f4eba825a4",
         "interHash" : "15365cc39983cee831b10167a2532550",
         "label" : "Integrative Structural Design of Non-Standard Building Systems: Coreless Filament-Wound Structures as a Case Study.",
         "user" : "itke",
         "description" : "",
         "date" : "2023-05-16 10:55:27",
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         "pub-type": "phdthesis",
         "series": "Forschungsberichte aus dem Institut für Tragkonstruktionen und Konstruktives Entwerfen, Universität Stuttgart","publisher":"Institut für Tragkonstruktionen und Konstruktives Entwerfen, Universität Stuttgart","address":"Stuttgart",
         "year": "2023", 
         "url": "", 
         
         "author": [ 
            "Marta Gil Pérez"
         ],
         "authors": [
         	
            	{"first" : "Marta",	"last" : "Gil Pérez"}
         ],
         "volume": "49","pages": "75","abstract": "Our society is experiencing the emergence of novel nonstandard building systems unlocked by digital technologies in the building sector. The utilisation of computational design processes and digital fabrication, coupled with the exploration of new materiality, bring the potential to break with conventional ways of building. However, they also demand new ways of designing and proving the structure's safety.\r\nThis dissertation aims to develop an integrative structural design methodology and workflow to design, optimise and validate non-standard building systems. Therefore, a multiscale, digital-physical approach is proposed, which combines structural simulation with small-scale models and material testing, allowing the structure's optimisation and proof of safety.\r\nThe first two chapters explain the research motivation, objectives and  ontextualisation. Historical remarks are given to understand the evolution of structural design and the key aspects that created innovation and non-standard systems in the past. Coreless filament winding (CFW) is also introduced here as a representative example of non-standard building systems.\r\nChapter three contains the publications that describe the development of the integrative structural design methodologies through coreless filament wound structures as a case study. All the publications are supported by CFW specimens\r\nor full-scale built demonstrators, including BUGA Fibre Pavilion, Maison Fibre and LivMatS Pavilion.\r\nChapters four and five summarise the results, generalising the workflow from CFW structures to non-standard building systems into four sub-methods: multi-level modelling and evaluation; structural characterisation; integrative design; and optimisation and safety verification. The discussion locates the integrative structural design in the historical context and analyses the strategies to prove the safety of\r\nother non-standard systems. The conclusion emphasises the potential of this methodology to shorten the gap between research and industry, facilitating the realisation of innovative structures.",
         "isbn" : "978-3--922302-49-0",
         
         "language" : "eng",
         
         "bibtexKey": "gilperez2023integrative"

      }
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      {
         "type" : "Publication",
         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/2340afc5fafcc77a807e2074ea66f5655/petraheim",         
         "tags" : [
            "2021","aldinger","bechert","buga","computational","design","engineering","fabrication","finger","form-finding","heilbronn","integrative","itke","joints","knippers","lightweight","methods","modular","optimization","plate","robotic","segmented","shell","sonntag","structure","timber"
         ],
         
         "intraHash" : "340afc5fafcc77a807e2074ea66f5655",
         "interHash" : "6e81c9dcb5cfe86b6b5e6c16652f2c05",
         "label" : "Integrative structural design and engineering methods for segmented timber shells : BUGA Wood Pavilion",
         "user" : "petraheim",
         "description" : "",
         "date" : "2023-03-27 12:30:50",
         "changeDate" : "2023-05-16 11:39:36",
         "count" : 5,
         "pub-type": "article",
         "journal": "Structures","publisher":"Elsevier",
         "year": "2021", 
         "url": "", 
         
         "author": [ 
            "Simon Bechert","Daniel Sonntag","Lotte Aldinger","Jan Knippers"
         ],
         "authors": [
         	
            	{"first" : "Simon",	"last" : "Bechert"},
            	{"first" : "Daniel",	"last" : "Sonntag"},
            	{"first" : "Lotte",	"last" : "Aldinger"},
            	{"first" : "Jan",	"last" : "Knippers"}
         ],
         "volume": "34","number": "December","pages": "4814-4833","abstract": "The presented research describes the holistic development of a modular lightweight timber shell. So-called segmented timber shells approximate curved geometries with the use of planar plates, thus combining the excellent structural performance of double curved shells with the resource-efficient prefabrication of timber modules using only planar elements. Segmented timber shells constitute a novel building system that demands for innovative approaches on structural design and construction technologies. The geometric complexity of plate shells in conjunction with the particularities of the building material wood pose great challenges to the computational design and planning processes as structural requirements and fabrication constraints determine the shell design at early design phases. This paper discusses the design development and construction of the BUGA Wood Pavilion: A segmented timber shell structure made of hollow cassette components. Particular\r\nemphasis lies on the technical challenges of the employed building system, notably structural design and analysis, detailing solutions and the construction process. The authors further describe the integrative structural design and optimization methods developed for the timber shell in question. The BUGA Wood Pavilion demonstrates\r\nthe possibilities of lightweight and sustainable wood architecture merging the merits of integrative design, structural engineering and high-tech robotic fabrication methods.",
         "language" : "eng",
         
         "doi" : "https://doi.org/10.1016/j.istruc.2021.10.032",
         
         "bibtexKey": "bechert2021integrative"

      }
,
      {
         "type" : "Publication",
         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/2340afc5fafcc77a807e2074ea66f5655/itke",         
         "tags" : [
            "modular","finger","sonntag","segmented","knippers","engineering","shell","2021","structure","itke","from:petraheim","fabrication","form-finding","buga","methods","aldinger","joints","heilbronn","plate","robotic","lightweight","integrative","design","optimization","timber","computational","bechert"
         ],
         
         "intraHash" : "340afc5fafcc77a807e2074ea66f5655",
         "interHash" : "6e81c9dcb5cfe86b6b5e6c16652f2c05",
         "label" : "Integrative structural design and engineering methods for segmented timber shells : BUGA Wood Pavilion",
         "user" : "itke",
         "description" : "",
         "date" : "2023-03-27 12:30:50",
         "changeDate" : "2023-05-16 11:39:36",
         "count" : 5,
         "pub-type": "article",
         "journal": "Structures","publisher":"Elsevier",
         "year": "2021", 
         "url": "", 
         
         "author": [ 
            "Simon Bechert","Daniel Sonntag","Lotte Aldinger","Jan Knippers"
         ],
         "authors": [
         	
            	{"first" : "Simon",	"last" : "Bechert"},
            	{"first" : "Daniel",	"last" : "Sonntag"},
            	{"first" : "Lotte",	"last" : "Aldinger"},
            	{"first" : "Jan",	"last" : "Knippers"}
         ],
         "volume": "34","number": "December","pages": "4814-4833","abstract": "The presented research describes the holistic development of a modular lightweight timber shell. So-called segmented timber shells approximate curved geometries with the use of planar plates, thus combining the excellent structural performance of double curved shells with the resource-efficient prefabrication of timber modules using only planar elements. Segmented timber shells constitute a novel building system that demands for innovative approaches on structural design and construction technologies. The geometric complexity of plate shells in conjunction with the particularities of the building material wood pose great challenges to the computational design and planning processes as structural requirements and fabrication constraints determine the shell design at early design phases. This paper discusses the design development and construction of the BUGA Wood Pavilion: A segmented timber shell structure made of hollow cassette components. Particular\r\nemphasis lies on the technical challenges of the employed building system, notably structural design and analysis, detailing solutions and the construction process. The authors further describe the integrative structural design and optimization methods developed for the timber shell in question. The BUGA Wood Pavilion demonstrates\r\nthe possibilities of lightweight and sustainable wood architecture merging the merits of integrative design, structural engineering and high-tech robotic fabrication methods.",
         "language" : "eng",
         
         "doi" : "https://doi.org/10.1016/j.istruc.2021.10.032",
         
         "bibtexKey": "bechert2021integrative"

      }
,
      {
         "type" : "Publication",
         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/2c8f7ea9d3ce7f8d12582f2866b1a5daf/petraheim",         
         "tags" : [
            "2022","agent-based","analysis","construction","design","integrative","itke","knippers","krtschil","menges","modeling","multi-storey","orozco","reinforcement","skoury","slab","structural","timber"
         ],
         
         "intraHash" : "c8f7ea9d3ce7f8d12582f2866b1a5daf",
         "interHash" : "d1bea8d92a5360a0ecec2754c2dc66f8",
         "label" : "Arrangement of reinforcement in variable density timber slab systems for multi-story construction",
         "user" : "petraheim",
         "description" : "",
         "date" : "2023-01-16 14:29:16",
         "changeDate" : "2023-01-16 13:29:16",
         "count" : 8,
         "pub-type": "article",
         "journal": "International Journal of Architectural Computing",
         "year": "2022", 
         "url": "", 
         
         "author": [ 
            "Luis Orozco","Anna Krtschil","Lior Skoury","jan Knippers","Achim Menges"
         ],
         "authors": [
         	
            	{"first" : "Luis",	"last" : "Orozco"},
            	{"first" : "Anna",	"last" : "Krtschil"},
            	{"first" : "Lior",	"last" : "Skoury"},
            	{"first" : "jan",	"last" : "Knippers"},
            	{"first" : "Achim",	"last" : "Menges"}
         ],
         "abstract": "The arrangement of columns and their spacing in multi-story timber construction is restricted to rectangular grids by the production and shipping sizes of floor assemblies. This is particularly true for hollow box floor systems, for which the punctual supports must be placed at the reinforced edges of the hollow boxes. The\r\narrangement of the columns and their spacing is thereby restricted by the production and shipping sizes of the box ceilings to rectangular grids. To overcome these design limits a new wooden box building system is developed that allows for irregular column layouts through a tailored slab interior design. This development allows for the increased applicability of timber floor systems regardless of site shape or  architectural design intent. The slab interior design is dependent on occurring forces and fabrication requirements. Three methods for the internal slab layout are developed and compared: a sequential method, a structurally informed\r\nagent-based method, and a geometrically informed agent-based method that uses both a sequential and agent-based approach. The structural performance of each method is compared through the analysis of three reinforcement layouts an architectural testing setup.",
         "language" : "eng",
         
         "doi" : "https://doi.org/10.1177/14780771221135003",
         
         "bibtexKey": "orozco2022arrangement"

      }
,
      {
         "type" : "Publication",
         "id"   : "https://puma.ub.uni-stuttgart.de/bibtex/2c8f7ea9d3ce7f8d12582f2866b1a5daf/itke",         
         "tags" : [
            "modeling","multi-storey","knippers","2022","analysis","slab","agent-based","integrative","skoury","design","krtschil","structural","itke","from:petraheim","construction","reinforcement","timber","menges","orozco"
         ],
         
         "intraHash" : "c8f7ea9d3ce7f8d12582f2866b1a5daf",
         "interHash" : "d1bea8d92a5360a0ecec2754c2dc66f8",
         "label" : "Arrangement of reinforcement in variable density timber slab systems for multi-story construction",
         "user" : "itke",
         "description" : "",
         "date" : "2023-01-16 14:29:16",
         "changeDate" : "2023-01-16 13:29:16",
         "count" : 8,
         "pub-type": "article",
         "journal": "International Journal of Architectural Computing",
         "year": "2022", 
         "url": "", 
         
         "author": [ 
            "Luis Orozco","Anna Krtschil","Lior Skoury","jan Knippers","Achim Menges"
         ],
         "authors": [
         	
            	{"first" : "Luis",	"last" : "Orozco"},
            	{"first" : "Anna",	"last" : "Krtschil"},
            	{"first" : "Lior",	"last" : "Skoury"},
            	{"first" : "jan",	"last" : "Knippers"},
            	{"first" : "Achim",	"last" : "Menges"}
         ],
         "abstract": "The arrangement of columns and their spacing in multi-story timber construction is restricted to rectangular grids by the production and shipping sizes of floor assemblies. This is particularly true for hollow box floor systems, for which the punctual supports must be placed at the reinforced edges of the hollow boxes. The\r\narrangement of the columns and their spacing is thereby restricted by the production and shipping sizes of the box ceilings to rectangular grids. To overcome these design limits a new wooden box building system is developed that allows for irregular column layouts through a tailored slab interior design. This development allows for the increased applicability of timber floor systems regardless of site shape or  architectural design intent. The slab interior design is dependent on occurring forces and fabrication requirements. Three methods for the internal slab layout are developed and compared: a sequential method, a structurally informed\r\nagent-based method, and a geometrically informed agent-based method that uses both a sequential and agent-based approach. The structural performance of each method is compared through the analysis of three reinforcement layouts an architectural testing setup.",
         "language" : "eng",
         
         "doi" : "https://doi.org/10.1177/14780771221135003",
         
         "bibtexKey": "orozco2022arrangement"

      }
	  
   ]
}
