Architecture, Structures and Construction最新文献_第8页

Prototyping of digitally manufactured thin glass composite façade panels 数字化制造薄玻璃复合面板的原型设计

Architecture, Structures and Construction Pub Date : 2023-01-09 DOI: 10.1007/s44150-022-00080-7

Daniel Pfarr, Christian Louter

{"title":"Prototyping of digitally manufactured thin glass composite façade panels","authors":"Daniel Pfarr, Christian Louter","doi":"10.1007/s44150-022-00080-7","DOIUrl":"10.1007/s44150-022-00080-7","url":null,"abstract":"<div><h2>Abstract\u0000</h2><div><p>The use of thin glass promises to enable a variety of construction industry pursuits. In addition to the ecological benefits of more efficient use of resources, architects can anticipate new design freedoms with thin glass. Based on the sandwich theory, the flexible thin glass can be combined with a 3D-printed open-cell polymer core to form a very rigid yet lightweight composite element. This paper presents an exploratory attempt on the digital manufacturing of thin glass composite façade panels with an industrial robot. It explains the idea of a digital “file-to-factory”-workflow which includes Computer-Aided Design (CAD), Engineering (CAE) and Manufacturing (CAM). The research shows a parametric design process to enable the seamless integration of digital analytic tools. Furthermore, this process shows the potentials and challenges of the digital manufacturing of a thin glass composite panel. Here, partial production steps executed by an industrial robot arm, such as large-format additive manufacturing, mechanical surface preparation, bonding and assembly process are explained. Finally, a first insight into mechanical properties of the composite panel are experimentally and numerically investigated and evaluated under surface load. The general concept of the digital design and manufacturing workflow as well as the results of the experimental study provide the background for the integration of further form-finding and analysis methods as well as the implementation of extensive mechanical investigations in future research.</p></div></div>","PeriodicalId":100117,"journal":{"name":"Architecture, Structures and Construction","volume":"3 2","pages":"263 - 273"},"PeriodicalIF":0.0,"publicationDate":"2023-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s44150-022-00080-7.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"50016152","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Harnessing plastic deformation in porous 3D printed ceramic light screens 利用多孔3D打印陶瓷光屏的塑性变形

Architecture, Structures and Construction Pub Date : 2022-12-27 DOI: 10.1007/s44150-022-00079-0

James Clarke-Hicks, Isabel Ochoa, David Correa

{"title":"Harnessing plastic deformation in porous 3D printed ceramic light screens","authors":"James Clarke-Hicks, Isabel Ochoa, David Correa","doi":"10.1007/s44150-022-00079-0","DOIUrl":"10.1007/s44150-022-00079-0","url":null,"abstract":"<div><p>Traditional fabrication methods of architectural ceramics seek to minimize plastic deformation during wet-processing by prioritizing sectional consistency. Adapting sectional thickness is critical for improving material performance to address localized functional requirements. Functionally Graded Additive Manufacturing (FGAM) enables a design-to-production process where sectional profiles can be designed to achieve targeted performance characteristics. This research utilizes FGAM with Liquid Deposition Modelling (LDM) to prioritize sectional performance over form generation. Functionally graded 3D printed ceramic screens are produced for decorative lighting applications. Custom tool path generation is implemented to create modelling techniques that capitalize on the viscoelastic properties of clay. The prototypes obstruct, reflect, and transmit light across their component sections to grade brightness and illumination. This paper outlines the methods involved in altering plastic deformation during the wet-processing of porous clay structures and the corresponding light-scattering behaviour of their ceramic counterparts. The light screens are organized by the resolution of porosity within each series of prototypes. In the 'Small' typology, deformation is utilized at the scale of a single print layer to form a dense multi-layered sectional condition that disperses light evenly. In the 'Medium' typology, deformation is compounded over multiple layers to form directional light apertures. In the 'Large' typology, extrusion variation is introduced to exaggerate deformation and generate multi-directional light scattering.</p></div>","PeriodicalId":100117,"journal":{"name":"Architecture, Structures and Construction","volume":"3 2","pages":"193 - 204"},"PeriodicalIF":0.0,"publicationDate":"2022-12-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"50050104","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Reliability-based design shear resistance of headed studs in solid slabs predicted by machine learning models 用机器学习模型预测实心板中栓钉的可靠性设计抗剪能力

Architecture, Structures and Construction Pub Date : 2022-12-19 DOI: 10.1007/s44150-022-00078-1

Vitaliy V. Degtyarev, Stephen J. Hicks

{"title":"Reliability-based design shear resistance of headed studs in solid slabs predicted by machine learning models","authors":"Vitaliy V. Degtyarev, Stephen J. Hicks","doi":"10.1007/s44150-022-00078-1","DOIUrl":"10.1007/s44150-022-00078-1","url":null,"abstract":"<div><p>The economical and reliable design of steel-concrete composite structures relies on accurate predictions of the resistance of headed studs transferring the longitudinal shear forces between the two materials. The existing mechanics-based or empirical design equations do not always produce accurate and safe predictions of the stud shear resistance. This study presents the evaluation of nine machine learning (ML) algorithms and the development of optimized ML models for predicting the stud resistance. The ML models were trained and tested using databases of push-out test results for studs in both normal weight and lightweight concrete. The reliability of ML model predictions was evaluated in accordance with European and US design practices. Reduction coefficients required for the ML models to satisfy the Eurocode reliability requirements for the design shear resistance were determined. Resistance factors used in US design practice were also obtained. The developed ML models were interpreted using the SHapley Additive exPlanations (SHAP) method. Predictions by the ML models were compared with those by the existing descriptive equations, which demonstrated a higher accuracy for the ML models. A web application that conveniently provides predictions of the nominal and design stud shear resistances by the developed ML models in accordance with both European and US design practices was created and deployed to the cloud.</p>\u0000<div><figure><div><div><picture><source><img></source></picture></div></div></figure></div></div>","PeriodicalId":100117,"journal":{"name":"Architecture, Structures and Construction","volume":"3 4","pages":"447 - 473"},"PeriodicalIF":0.0,"publicationDate":"2022-12-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"74263352","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Performance of a seismically isolated building in Albania during the Durrës sequence of 2019 and a feasibility study of pendulum isolators in the region 2019年Durrës序列期间阿尔巴尼亚地震隔离建筑的性能以及该地区钟摆隔离器的可行性研究

Architecture, Structures and Construction Pub Date : 2022-12-12 DOI: 10.1007/s44150-022-00076-3

Nikolin Hima, Ergys Çaushi, Luan Murtaj, Maria Gabriella Castellano

{"title":"Performance of a seismically isolated building in Albania during the Durrës sequence of 2019 and a feasibility study of pendulum isolators in the region","authors":"Nikolin Hima, Ergys Çaushi, Luan Murtaj, Maria Gabriella Castellano","doi":"10.1007/s44150-022-00076-3","DOIUrl":"10.1007/s44150-022-00076-3","url":null,"abstract":"<div><p>This work evaluates the behaviour of the only seismically isolated building in Albania during the Durrës sequence of 2019 and analyses the efficiency and feasibility of pendulum isolators in the region. The behaviour of the existing building is analysed through observational data gathered during on-site inspection and is verified through numerical simulations using the impact of the main shock of 26<sup><i>t</i><i>h</i></sup> of November 2019. The technical efficiency and the economic feasibility of seismic isolation through pendulum isolators for non-strategic buildings are analysed by designing, detailing, and estimating the cost of an ordinary six story residential building in both approaches (capacity design and seismic isolation approach), accounting for the local factors such as typical architecture, soil characterization, the level of the seismic hazard and the cost of the construction materials and workmanship in the densely populated region of central Albania. The structural behaviour assessment highlighted the superiority of the seismic isolation, and the feasibility analysis revealed that the initial cost for delivering seismically isolated buildings is higher than that of the conventional approach by some percentage. However, the gains in structural performance and the relatively high seismic hazard of the country make seismic isolation of buildings a relevant alternative in achieving seismic protection for buildings in the region.</p></div>","PeriodicalId":100117,"journal":{"name":"Architecture, Structures and Construction","volume":"3 1","pages":"65 - 85"},"PeriodicalIF":0.0,"publicationDate":"2022-12-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s44150-022-00076-3.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"50044040","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Radical Tectonics – a multi-scalar approach to material circularity through community empowerment, building re-use, and material regeneration 激进构造——通过社区赋权、建筑再利用和材料再生来实现材料循环的多尺度方法

Architecture, Structures and Construction Pub Date : 2022-12-07 DOI: 10.1007/s44150-022-00075-4

Franca Trubiano, Anne Beim, Urs Meister

{"title":"Radical Tectonics – a multi-scalar approach to material circularity through community empowerment, building re-use, and material regeneration","authors":"Franca Trubiano, Anne Beim, Urs Meister","doi":"10.1007/s44150-022-00075-4","DOIUrl":"10.1007/s44150-022-00075-4","url":null,"abstract":"<div><p>Radical Tectonics is a multi-scalar approach to improving the short- and long-term outcomes of sustainable design and circular economies. Community empowerment, building reuse, and material regeneration are three fundamental principles of a radical tectonics which operates simultaneously at the macro, meso, and micro scale. Three tactics define our integrated approach to radical tectonics: building material choices and labor practices which favor the health, safety, and prosperity of communities; urban design policies which favor the re-habilitation, re-use, re-programming and re-mining of existing structures; building construction innovations that channel the adoption of traditional, craft-based, local, low-energy, and regenerative materials. Not only does each scale introduce an original interpretation of tectonics (as a form of built justice, a practice of urban re-mining, and regenerating matter) but their integration speaks to the question of ‘radicality’ which at its simplest form references change or action with essential, fundamental, and all-encompassing outcomes. In this sense, this collaboratively written paper introduces a methodological approach whose multi-scaler insistence on circularity is essential to its role as transformative agent.</p></div>","PeriodicalId":100117,"journal":{"name":"Architecture, Structures and Construction","volume":"2 4","pages":"585 - 598"},"PeriodicalIF":0.0,"publicationDate":"2022-12-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"50022949","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Computational approach for form-finding optimal design 寻形优化设计的计算方法

Architecture, Structures and Construction Pub Date : 2022-11-21 DOI: 10.1007/s44150-022-00077-2

Saaranya Kumar Dasari, Nicholas Fantuzzi, Patrizia Trovalusci, Roberto Panei

引用次数: 0

Structures & architecture—joining forces? 结构与建筑——合力?

Architecture, Structures and Construction Pub Date : 2022-11-09 DOI: 10.1007/s44150-022-00074-5

Marie Frier Hvejsel

引用次数: 0

Mycostructures—growth-driven fabrication processes for architectural elements from mycelium composites 菌丝体复合材料建筑构件的生长驱动制造工艺

Architecture, Structures and Construction Pub Date : 2022-11-04 DOI: 10.1007/s44150-022-00073-6

Eliza Biala, Martin Ostermann

{"title":"Mycostructures—growth-driven fabrication processes for architectural elements from mycelium composites","authors":"Eliza Biala, Martin Ostermann","doi":"10.1007/s44150-022-00073-6","DOIUrl":"10.1007/s44150-022-00073-6","url":null,"abstract":"<div><p>The paper discusses how characteristics of the mycelium growth process—namely different growth effectiveness depending on the nutrition content of the substrate, gradual solidification of the inoculated substrate, and bio-welding—can be a driving force for developing sustainable biofabrication processes of mycelium based composites (MBC) for architectural application. To explore this potential one-semester (12 weeks) seminar and one block seminar (2 weeks) with master-level students were held at the University of Stuttgart, and independent work within the Institute IBK2 was performed. The free experimentation with fabrication tactics resulted in the emergence of different investigation paths, tested with small-scale demonstrators, from which the most interesting three this paper presents in detail. The first is the two-phase printing process of mycelium substrate and subsidiary reusable support materials. It applied tests with the small, inorganic, loose substances (plastic pellets) extractable mechanically and meltable substances (wax) extracted by heating. The second path of investigation followed lost formworks created from hemp strings positioned inside the material. Finally, the third path is a particular case of lost formwork approach utilizing different tubular bandages stuffed with MBC and utilizing it later as a thick filament for other different form-giving deposition practices: layering, hanging, braiding, and knotting. All three investigation paths prove feasible, although their upscaling potential correlates strongly with the successful automation of the processes using CNC machines, which could provide the precision and sterility needed for this highly heterogenous and sensitive material. In addition, further developments in the material cultivation protocols are indispensable to provide a higher repetition of the results.</p></div>","PeriodicalId":100117,"journal":{"name":"Architecture, Structures and Construction","volume":"2 4","pages":"509 - 519"},"PeriodicalIF":0.0,"publicationDate":"2022-11-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s44150-022-00073-6.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"50008386","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 2

Framework for (semi) automatised construction specification and quantity takeoff in the context of small and medium architectural design offices 中小型建筑设计事务所(半)自动化施工规范与数量起飞框架

Architecture, Structures and Construction Pub Date : 2022-11-02 DOI: 10.1007/s44150-022-00071-8

Lucas Vieira, Marta Campos, José Granja, Miguel Azenha

{"title":"Framework for (semi) automatised construction specification and quantity takeoff in the context of small and medium architectural design offices","authors":"Lucas Vieira, Marta Campos, José Granja, Miguel Azenha","doi":"10.1007/s44150-022-00071-8","DOIUrl":"10.1007/s44150-022-00071-8","url":null,"abstract":"<div><p>BIM-based construction specification and quantity takeoff (QTO) processes have proven faster and more reliable than traditional methods. However, their execution and integration still rely on time-consuming and error-prone manual or semi-automatic interventions to deal with the lack of completeness, suitability and granularity of produced BIM models in design practice, mostly related to elements and activities not digitally represented in these models. In addition, besides the BIM authoring tool, they demand other proprietary platforms to obtain the expected outcomes, leading to interoperability issues and representing an obstacle to small and medium architectural design offices in terms of needed investment and customisations inherent to their business model. This work addresses the problem by proposing a BIM-based framework for automatised coordinated construction specification and quantity takeoff. It encompasses information modelling requirements, establishing a construction specification database and an add-in on the authoring tool that automatically produces joint construction specifications and quantity QTO documentation. The proposed system improves current BIM-based practices by mitigating the number of non-automatised intermediary steps, not requiring any other proprietary BIM platform rather than the authoring tool. Besides, it structures alternative ways of digitally representing elements and activities not graphically expressed in the model, allowing automated, more efficient, faster and cheaper production of coordinated reports of quantities and construction specifications. Two real projects validated the implementation of the framework, as well as the capabilities of the add-in, demonstrating its applicability in practical cases.</p></div>","PeriodicalId":100117,"journal":{"name":"Architecture, Structures and Construction","volume":"2 3","pages":"403 - 437"},"PeriodicalIF":0.0,"publicationDate":"2022-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"50004845","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 2

An experimental study on strength and durability properties of concrete with partial replacement of aggregate with ferrochrome slag 铬铁矿渣部分替代骨料混凝土强度和耐久性试验研究

Architecture, Structures and Construction Pub Date : 2022-10-15 DOI: 10.1007/s44150-022-00072-7

Subhashish Dey, Angoth Anurag, V. V. Praveen Kumar

{"title":"An experimental study on strength and durability properties of concrete with partial replacement of aggregate with ferrochrome slag","authors":"Subhashish Dey, Angoth Anurag, V. V. Praveen Kumar","doi":"10.1007/s44150-022-00072-7","DOIUrl":"10.1007/s44150-022-00072-7","url":null,"abstract":"<div><p>In recent years there has been more raise in manufacturing dissipate materials and bi-products produces due to the more enlargement rate of inhabitants. By the growth of industries and technology enlargement of consumption, due to this consumption raw materials produced more and more therefore the environment going to be polluted. The raw materials like iron, steel and aluminum waste reacts in atmosphere it creates air pollution and water pollution. To avoid these air pollution the application of manufacturing solid waste (ferrochrome slag) as a half substitute of raw resources in building activities. An experimental work is conducted on mix design of M<sub>40</sub> grade concrete material by semi alternate of coarse size particles with ferrochrome by 25%, 50% and 75% by weight of concrete and partial replacement of fine aggregate (sand) with Robo sand by 25%, 50% and 75% by mass. These mixtures of materials will be applied to analysis the compressive strength, split tensile strength and flexural strength for 7 days and 28 days. In this work, the strength and toughness of potable concrete are the main parameters to be studied.</p></div>","PeriodicalId":100117,"journal":{"name":"Architecture, Structures and Construction","volume":"2 3","pages":"335 - 347"},"PeriodicalIF":0.0,"publicationDate":"2022-10-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"50056392","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1