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Dissertations / Theses on the topic 'Structural Lightweight Concrete'

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Published: 4 June 2021

Last updated: 26 July 2025

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1

Van, Rooyen Algurnon Steve. "Structural lightweight aerated concrete." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80106.

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Thesis (MScEng)--Stellenbosch University, 2013.<br>Cellular concrete is a type of lightweight concrete that consists only of cement, water and sand with 20 per cent air by volume or more air entrained into the concrete. The two methods used for air entrainment in cellular concrete are (1) the use of an air entraining agent (AEA), and (2) the use of pre-formed foam. If pre-formed foam is used to entrain air into the concrete the concrete is named foamed concrete and if an AEA is used the concrete is termed aerated concrete. Depending on the type of application, structural or nonstructural,

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2

Arasteh, A. R. "Structural applications of lightweight aggregate foamed concrete." Thesis, University of Westminster, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.382269.

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3

Asik, Mesut. "Structural Lightweight Concrete With Natural Perlite Aggregate And Perlite Powder." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607728/index.pdf.

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Structural lightweight aggregate concrete is an important and versatile material, which offers a range of technical, economic and environmental-enhancing and preserving advantages and is designed to become a dominant material in the new millennium. For structural application of lightweight concrete, the density is often more important than the strength. A decreased density for the same strength level reduces the self-weight, foundation size and construction costs. Structural lightweight aggregate concrete generally used to reduce dead weight of structure as well as to reduce the risk of earthq

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Cross, Benjamin Thomas. "Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders." Diss., Virginia Tech, 2012. http://hdl.handle.net/10919/26190.

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The use of high compressive strengths in prestressed bridge girders can lower costs by allowing for longer spans, increased girder spacing, and smaller cross-sections. If high strength lightweight concrete (HSLWC) is used, these advantages are further enhanced due to the corresponding reduction in self-weight. Additional benefits can then be realized in the form of more traffic lanes, increased load capacity, smaller substructures, reduced crane capacity requirements, and lower shipping costs. Despite the possible economic savings, HSLWC has been used infrequently in prestressed bridge girder

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5

Wahyuni, Ade Sri. "Structural characteristics of reinforced concrete beams and slabs with lightweight blocks infill." Thesis, Curtin University, 2012. http://hdl.handle.net/20.500.11937/1874.

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A Lightweight Sandwich Reinforced Concrete (LSRC) section has been developed with a novel use of prefabricated Autoclaved Aerated Concrete (AAC). This LSRC section is a reinforced concrete section in which AAC blocks are used as infill material in the section where concrete is considered ineffective under bending. This technology is suitable to be used for slab and beam.Five beams were prepared to investigate the flexural and shear capacity of the LSRC. Based on the test results, the flexural capacity was found to be almost identical to the capacity of the equivalent solid beam, while the shea

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6

El, Zareef Mohamed [Verfasser]. "Conceptual and Structural Design of Buildings made of Lightweight and Infra-Lightweight Concrete / Mohamed El Zareef." Aachen : Shaker, 2010. http://d-nb.info/1120864259/34.

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Zareef, Mohamed el [Verfasser]. "Conceptual and Structural Design of Buildings made of Lightweight and Infra-Lightweight Concrete / Mohamed El Zareef." Aachen : Shaker, 2010. http://nbn-resolving.de/urn:nbn:de:101:1-201612041611.

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8

Wu, Lixian. "Engineering and durability properties of high performance structural lightweight aggregate concrete." Thesis, University of Sheffield, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.265612.

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Sampaio, Zodinio Laurisa Monteiro. "Low cement structural lightweight concrete with optimized multiple waste mix design." PROGRAMA DE P?S-GRADUA??O EM CI?NCIA E ENGENHARIA DE MATERIAIS, 2017. https://repositorio.ufrn.br/jspui/handle/123456789/24353.

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Submitted by Automa??o e Estat?stica (sst@bczm.ufrn.br) on 2017-11-22T20:18:43Z No. of bitstreams: 1 ZodinioLaurisaMonteiroSampaio_TESE.pdf: 4245538 bytes, checksum: 687e089323cb706bdb8dc70fe1aa7593 (MD5)<br>Approved for entry into archive by Arlan Eloi Leite Silva (eloihistoriador@yahoo.com.br) on 2017-11-23T00:28:27Z (GMT) No. of bitstreams: 1 ZodinioLaurisaMonteiroSampaio_TESE.pdf: 4245538 bytes, checksum: 687e089323cb706bdb8dc70fe1aa7593 (MD5)<br>Made available in DSpace on 2017-11-23T00:28:27Z (GMT). No. of bitstreams: 1 ZodinioLaurisaMonteiroSampaio_TESE.pdf: 4245538 bytes, checksum:

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Assunção, José Wilson. "Concreto Leve Autoadensável: avaliação da influência da argila expandida no processo de dosagem e nas propriedades do concreto." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/102/102131/tde-01072016-115653/.

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Esta tese aborda as influências do agregado leve na dosagem, características físicas e mecânicas de concreto autoadensável (CAA) quando na fração de graúdo da mistura, substitui-se parte do volume absoluto da brita de basalto (máx 19 mm) pelo volume equivalente de argila expandida brasileira (máx 12,7 mm). O fato de conhecer as implicações na reologia do CAA, provocadas pelo uso conjunto de agregados com características físicas distintas e, apresentar este tipo de concreto como uma alternativa promissora para uso na indústria da pré-fabricação em concreto, justificam esta pesquisa. A substitui

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11

Aly, Atif M. A. H. "Effect of confinement on structural behaviour of axially loaded lightweight concrete columns." Thesis, University of Sheffield, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.334784.

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12

Saevarsdottir, Thorbjoerg. "The structural, serviceability and durability performance of variable density concrete panels." Thesis, University of Canterbury. Civil Engineering, 2008. http://hdl.handle.net/10092/1237.

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Conventional concrete is a poor insulating material but has good thermal mass, while lightweight concrete provides good insulation at the price of thermal mass. Precast concrete wall systems have not been widely used in residential homes due to poor thermal and acoustic performance, despite being high quality products that are easy to construct. The variable density concrete panel was designed to combine good thermal storage, insulation and high quality precast concrete. It is produced from a single concrete mix which is vibrated to get a lightweight top layer and a normal/heavyweight bottom l

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Thomason, James Charles. "Development of high performance structural lightweight Portland cement concrete a thesis presented to the faculty of the Graduate School, Tennessee Technological University /." Click to access online, 2009. http://proquest.umi.com/pqdweb?index=0&did=2000396271&SrchMode=1&sid=2&Fmt=6&VInst=PROD&VType=PQD&RQT=309&VName=PQD&TS=1277495413&clientId=28564.

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Dan-Jumbo, F. G. "Material and structural properties of a novel Aer-Tech material." Thesis, Coventry University, 2015. http://curve.coventry.ac.uk/open/items/699ca3a1-deec-4549-b907-0e06bcdad83f/1.

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This study critically investigates the material and structural behaviour of Aer-Tech material. Aer- Tech material is composed of 10% by volume of foam mechanically entrapped in a plastic mortar. The research study showed that the density of the material mix controls all other properties such as fresh state properties, mechanical properties, functional properties and acoustic properties. Appreciably, the research had confirmed that Aer-Tech material despite being classified as a light weight material had given high compressive strength of about 33.91N/mm2. The compressive strength characteristi

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15

Maheswaran, S. "The effect of creep and shrinkage on lightweight reinforced concrete slabs restrained by steel edge beams." Thesis, University of Hertfordshire, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.373777.

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Mamede, Fabiana Cristina. "Utilização de pré-moldados em edifícios de alvenaria estrutural." Universidade de São Paulo, 2001. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06062006-162432/.

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Elementos pré-moldados são uma opção para aumentar a racionalização no processo construtivo em alvenaria estrutural. Eles associam-se a particularidades desse processo com relação à rapidez de execução, rígido controle de qualidade, coordenação modular e alto nível organizacional da produção. Este trabalho pesquisou os pré-moldados freqüentemente utilizados em edifícios de alvenaria estrutural, tais como: blocos, escadas, contramarcos, vergas e peças de ajuste dimensional. Os pré-moldados foram analisados em seus aspectos estruturais, dimensionais e geométricos, respeitando-se as característi

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Borja, Edilberto Vitorino de. "Efeito da adi??o de argila expandida e adi??es minerais na formula??o de concretos estruturais leves autoadens?veis." Universidade Federal do Rio Grande do Norte, 2011. http://repositorio.ufrn.br:8080/jspui/handle/123456789/15567.

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Made available in DSpace on 2014-12-17T14:57:49Z (GMT). No. of bitstreams: 1 EdilbertoVB_TESE.pdf: 8017732 bytes, checksum: 5be77df6bb358232ee29ccf11e397f58 (MD5) Previous issue date: 2011-02-10<br>The search for alternative materials with lower density, reduction in heat transfer and propagation of noise associated with the ease of handling and application in concrete structures, represents an enormous challenge in the formulation and knowledge of the performance of self-compacting lightweight concrete, which has technology little known nationally, and appears on the international scene as

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Reto, Saba Alexandra Melissa, and Carbajal Renzo Saúl Sanabria. "Propuesta de uso de concreto liviano estructural con Perlita de Poliestireno Expandido (PPE) para mejorar la respuesta sísmica de un sistema de albañilería confinada en Lima, Perú." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2021. http://hdl.handle.net/10757/656494.

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Hoy en día existen diversas estructuras en la que se ha dado la aplicación del concreto liviano estructural, por lo que empresas contratistas apuestan por agregados livianos para fabricar concreto liviano de alta resistencia y que cumpla con sus requisitos de diseño. Estos estudios comenzaron a principios de la década de 1980, con óptimos resultados en 1992. Como resultado de todos estos aportes, la información de diseño se ha convertido al alcance de muchos profesionales, y ha permitido que el concreto liviano sea utilizado en alta resistencia y alta durabilidad (Hoff 1992). Es por ello mismo

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Inwood, Michael. "Review of the New Zealand Standard for Concrete Structures (NZS 3101) for High Strength and Lightweight Concrete Exposed to Fire." University of Canterbury. Civil Engineering, 1999. http://hdl.handle.net/10092/8276.

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This report describes the thermal properties, strength, and elastic modulus of lightweight, normal, and high strength concrete at elevated temperatures. Section 6 (Design for Fire Resistance) of the New Zealand standard for concrete structure (NZS3101, 1995) provides recommended values and minimum requirements for concrete at elevated temperatures. These values will be reviewed with respect to overseas standards and experimental data to find their applicability to lightweight and high strength concretes. A series of tests were performed on 1m x 1m lightweight and high strength concrete speci

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Vaičienė, Marija. "Influence of the active additives on the structure and properties of expanded-clay lightweight concrete." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2012. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120119_143017-08407.

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Two active mineral additives were selected in the investigation described in the dissertation: unground catalyst from the reactor of catalytic oil cracking (CAT) and unburned mullite wool (MW). The possibilities to utilise these raw materials in the production of the expanded-clay lightweight concrete are not analysed yet. Main topic of the research: influence of the active mineral additives (CAT and MW) on the main characteristics of the expanded-clay lightweight concrete.<br>Disertacijoje aprašytuose tyrimuose buvo pasirinkti du aktyvūs mineraliniai priedai: nemaltas katalizatorius iš katali

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Mohaine, Siyimane. "Etude des propriétés thermiques et mécaniques des bétons isolants structurels incorporant des cénosphères." Thesis, Ecole centrale de Nantes, 2018. http://www.theses.fr/2018ECDN0030/document.

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Dans le domaine de l’isolation thermique du bâtiment, les évolutions réglementaires (RT2012)et normatives (NF BPE : Béton à Propriétés Thermiques, septembre 2016) incitent à évoluer vers des bétons isolants et structurels (BIS). La maîtrise de leur conductivité thermique est primordiale. Il est possible, en plus de faire appel à un squelette granulaire léger, de jouer sur la nature de la pâte en utilisant des inclusions qui apporteraient un pouvoir isolant supplémentaire : les cénosphères. Dans un contexte de facilité de mise en oeuvre, à ces propriétés est rajouté le critère auto plaçant des

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22

Olejníček, Pavel. "Strojírenská hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410069.

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The diploma thesis deals with a new building of a single-storey production object, which is made as a precast concrete frame with a lightweight cladding. Part of the new building is also facilities for employees and its administrative staff, which is also based on precast concrete frame divided into two floors. Cladding is made as masonry with ventilated facade. The internal division of buildings is made by plasterboard partitions. The project is located in the industrial zone Košíkov near Velká Bíteš.

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Gelbrich, Sandra. "Funktionsintegrative Leichtbaustrukturen für Tragwerke im Bauwesen." Doctoral thesis, Universitätsbibliothek Chemnitz, 2018. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-qucosa-215103.

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In den letzten Jahren gewinnt der Leichtbau im Bauwesen im Zuge der Ressourceneinsparung wieder stärker an Bedeutung, denn ohne eine deutliche Steigerung der Effizienz ist zukunfts-fähiges Bauen und Wohnen nur schwer zu bewerkstelligen. Optimiertes Bauen, im Sinne der Errichtung und Unterhaltung von Bauwerken mit geringem Einsatz an Material, Energie und Fläche über den gesamten Lebenszyklus eines Gebäudes hinweg, bedarf des Leichtbaus in punkto Material, Struktur und Technologie. In der vorliegenden Arbeit wird ein wissenschaftlicher Überblick zum aktuellen Stand der eigenen Forschungen in Be

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Gelbrich, Sandra. "Funktionsintegrative Leichtbaustrukturen für Tragwerke im Bauwesen." Doctoral thesis, Universitätsverlag der Technischen Universität Chemnitz, 2016. https://monarch.qucosa.de/id/qucosa%3A20605.

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In den letzten Jahren gewinnt der Leichtbau im Bauwesen im Zuge der Ressourceneinsparung wieder stärker an Bedeutung, denn ohne eine deutliche Steigerung der Effizienz ist zukunfts-fähiges Bauen und Wohnen nur schwer zu bewerkstelligen. Optimiertes Bauen, im Sinne der Errichtung und Unterhaltung von Bauwerken mit geringem Einsatz an Material, Energie und Fläche über den gesamten Lebenszyklus eines Gebäudes hinweg, bedarf des Leichtbaus in punkto Material, Struktur und Technologie. In der vorliegenden Arbeit wird ein wissenschaftlicher Überblick zum aktuellen Stand der eigenen Forschungen in Be

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Nguyen, Le Hung. "Béton de structure à propriétés d'isolation thermique améliorées : approche expérimentale et modélisation numérique." Phd thesis, Université de Cergy Pontoise, 2013. http://tel.archives-ouvertes.fr/tel-00931711.

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Dans un bâtiment, les déperditions thermiques proviennent de diverses parties opaques (mur, toit et plancher) qui peuvent contenir du béton. Il est donc intéressant d'envisager des formulations de béton de structure avec des propriétés d'isolation thermique améliorées. L'utilisation de granulats légers, qui possèdent de bonnes propriétés thermiques grâce à leur structure poreuse, peut être une solution pour améliorer la capacité d'isolation des éléments en béton. Cette technique d'isolation répartie peut permettre d'éviter des dispositifs constructifs lourds tout en répondant aux exigences de

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Tajra, Feras [Verfasser], Dietmar [Akademischer Betreuer] Stephan, Dietmar [Gutachter] Stephan, Frank U. [Gutachter] Vogdt, and Karl-Christian [Gutachter] Thienel. "Study on the production of core-shell structured lightweight aggregate by cold-bonding agglomeration process and its utilization in concrete / Feras Tajra ; Gutachter: Dietmar Stephan, Frank U. Vogdt, Karl-Christian Thienel ; Betreuer: Dietmar Stephan." Berlin : Technische Universität Berlin, 2020. http://d-nb.info/1206245581/34.

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Novotná, Aneta. "Možnosti využití rozptýlené výztuže pro lehké konstrukční betony." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226093.

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Master´s thesis deals with some problems associated with utilisation of lightweight concrete from the porous aggregates in the load – carrying structures. The thesis focuses on the possibilities of the increase of the cement composites toughness using dispersed reinforcement. Lightweight concretes were reinforced with a combination of different lengths of polypropylene fibers Forta Ferro. There were used polypropylene fibers of three lengths 19, 38, 54 mm. The thesis is divided into theoretical, experimental and static part.

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Kasza, Radomír. "Stavebně technologický projekt Pavilonu farmacie na VFU v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227057.

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This master´s thesis solves the construction technological project of Pharmacy Pavilon II at the Veterinary University in Brno. It consists of parts of the project site equipment, technical reports, schedule of the main building, the control and test plan, design, an inventory of machines, financial plan of organization development, a register of environmental aspects, technological regulations and the plan for securing material resources.

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Piyamaikongdech, Ake. "Ductile lightweight concrete for lightweight structural application." 2007. http://hdl.handle.net/10106/908.

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Tanner, Jennifer Elaine. "Design provisions for autoclaved aerated concrete (AAC) structural systems." 2003. http://wwwlib.umi.com/cr/utexas/fullcit?p3116203.

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Panigrahi, Akash. "Experimental Study on Strength Characteristics of Lightweight Concrete with Fly Ash Aggregate." Thesis, 2018. http://ethesis.nitrkl.ac.in/9535/1/2018_MT_216CE2046_APanigrahi_Experimental.pdf.

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Fly ash is left as a by-product after burning of coal in thermal power plant and need suitable dumping system so that it does not become menacing and harmful to human life and environment. Most of the research works done previously were done by using orthodox fine and coarse aggregates in concrete. In this research work, the coarse aggregates is replaced entirely by fly ash aggregates in concrete mix. Mix design was done for M20 grade concrete conforming to the IS 10262-1982. The design of fly ash aggregate's concrete mix based on the extensive experimental investigations at the Building

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wei, wu jiun, and 吳雋瑋. "An Experimental Study on the Mixed Proportion Design of Lightweight Structural Concrete." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/24235048263989201475.

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碩士<br>中華大學<br>營建管理研究所<br>95<br>The sludge causes the water pollution and storage reduction of a reservoir, threatening its functionality and operational life span. Also, due to the fact that sand is heavily used in construction, its supply is diminishing. Thus, it might be a good idea to make sludge into lightweight aggregate. This new concept will not only recycle the sludge but also make it one of the valuable natural resources. Furthermore, it can increase the water storage capacity of a reservoir and expand the sources of construction aggregate materials. In Taiwan, the production and appl

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Zareef, Mohamed el [Verfasser]. "Conceptual and structural design of buildings made of lightweight and infra-lightweight concrete / vorgelegt von Mohamed Ahmed Mohamed El Zareef." 2010. http://d-nb.info/100391991X/34.

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Sinha, Yash. "Production and Performance of Aggregates Using Two Types of Fly-ash for Lightweight Concrete using Glass Powder as Binder." Thesis, 2018. http://ethesis.nitrkl.ac.in/9850/1/2018_MT_216CE2056_YSinha__Production.pdf.

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In India despite the government commitment to increase energy production primarily by renewable sources and nuclear plants the main source for power production are coal fired thermal plants; its projected that by year 2020 India annual consumption of coal will rise to 1.5 billion tonnes. These coals fired thermal plants produce large quantity of finely divided fly-ash as by product which are collected be electrostatic precipitators from flue gases. Fly-ash in large quantities are still disposed of in landfills and storage lagoons. Such practices of disposal lead to environmental damage by caus

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Lia, Dirk, and 賴坤毅. "Economy Assessment for Steel-structure Buildings Using Lightweight Aggregate Concrete." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/11358399014807486730.

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碩士<br>國立中興大學<br>土木工程學系<br>91<br>There is no previous case in lightweight aggregate burned from reservoir sediment all over the world. But in Taiwan one factory has successfully developed this technology recently. This technology can change the sediment into resource. The purpose of this project is to assess the economy of the steel structure built using the lightweight aggregate concrete (LWAC). The assessment is aimed at one aspect which is the construction cost. In the aspect of construction cost, three simulated buildings of 7, 20 and 60 floors were analyzed and one real building of 26 floo

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Li, Tai-Wei, and 李岱蔚. "Comparison of the performance of bridge structures constructed by lightweight concrete and normal-weight concrete." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/91048526390359525479.

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碩士<br>國立中興大學<br>土木工程學系所<br>102<br>The primary goal of this study is to research when the bridge foundations subject vertical vibration, the account settlement of bridge structures and when the bridge subject?seismic excitation, comparison of the lateral force and acceleration by lightweight concrete and normal-weight concrete. Bridge structures analysis use the two-degree-of freedom system with an equivalent stiffness and damping ratio. The settlement on the bridge is produced by the vertical vibration. The vertical vibration consider the sources include generate vibrations in nearby structure

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Tsyr, Wang Shin, and 王心慈. "Seismic Design and Economics of Lightweight Aggregate Concrete in Building and Bridge Structure." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/43756360855373328158.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>81<br>Lightweight concrete has been used for many years in the main structures of buildings and bridges in many developed countries but not in Taiwan. Due to the ability of reducing the earthquke forces and the shortage of natural aggregates in Taiwan, the lightweight concrete has held public attention on its development . Since the previous studies had reported the manufacture, mechancial proporties and member performance of the lightweight concret

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Torre, Véronique da Silva Ramos da. "Avaliação experimental da utilização de conectores indentados em elementos mistos de aço e betão leve." Master's thesis, 2015. http://hdl.handle.net/1822/40622.

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Dissertação de mestrado integrado em Engenharia Civil<br>Este trabalho procura avaliar o comportamento de conectores do tipo Crestbond quando inseridos em lajes maciças de betão leve. O conector Crestbond possui saliências e reentrâncias trapezoidais que proporcionam resistência ao corte longitudinal e previnem a separação transversal entre o perfil metálico e a laje de betão (efeito uplift). O estudo realizado é de índole essencialmente experimental. Para tal, são realizados ensaios de tipo push-out, conforme os procedimentos descritos na norma (NP EN 1994- 1-1) e a montagem já utilizad

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Marques, Paula Cristina Martins Pina. "Design of fibrous structures for civil engineering applications." Master's thesis, 2009. http://hdl.handle.net/1822/9743.

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Dissertação de mestrado em Design e Marketing<br>Os recentes desenvolvimentos, ocorridos na tecnologia das fibras e nas estruturas fibrosas, permitiram produzir materiais fibrosos avançados para inúmeras aplicações não convencionais. O uso de materiais fibrosos como material de reforço de matrizes cimentícias é uma das aplicações que na última década tem sofrido vários desenvolvimentos. Devido à ausência de uma adequada resistência à tracção, os elementos de betão necessitam de reforço, de forma a maximizar a sua capacidade de fazer face às solicitações mecânicas. Um dos materiais mais u

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Carvalheiro, David Rodrigues. "Análise experimental de vigas mistas combinando aço enformado a frio e betão leve." Master's thesis, 2021. http://hdl.handle.net/10316/98262.

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Abstract:

Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>Soluções e elementos de aço enformado a frio são extremamente versáteis, e nas últimas décadas a sua quota de mercado tem crescido significativamente. A sua versatilidade pode ser ainda explorada combinando perfis de aço enformado a frio entre si com outros materiais, nomeadamente o betão leve, criando assim soluções estruturais inovadoras de elevado valor acrescentado. Além disso, recorrendo a estes materiais estruturais é também possível explorar a pré-fabricação e modularidade. Neste tr

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