Steel Concrete Composite Systems for Modular Construction of High-rise Buildings

dc.contributor.authorLiew, Richardes_ES
dc.contributor.authorDai, Z.es_ES
dc.contributor.authorChau, Yie Suees_ES
dc.contributor.funderNational Research Foundation, Singapures_ES
dc.date.accessioned2018-09-26T07:18:40Z
dc.date.available2018-09-26T07:18:40Z
dc.date.issued2018-06-05
dc.description.abstract[EN] Modular construction has gained popularity and attention particularly in low-rise building lately due to its numerous advantages: faster construction speed, better quality control, reduction in work force and construction waste, etc. This innovative technology promotes off-site manufacturing of modular units and on-site assembly, improving the construction efficiency and productivity. However, modular construction is not commonly used in high-rise buildings because of the joints’ flexibility as well as manufacturing and construction tolerance, which have significant impact on the overall stability of the building. This paper highlights the existing challenges of modular construction of high-rise buildings and provide several options to address these challenges. Firstly, the weight of a module is constrained by the transportation and lifting crane capacities. For this reason, lightweight concrete is introduced together with structural steel section to form lightweight steel-concrete composite system to reduce the weight of the module without compromising the strength and stiffness. Secondly, to speed up the site assembly of modular units, special joints are developed to resist the forces due to gravity and horizontal loads. Fast and easy joining techniques with acceptable tolerance control are essential to ensure the structural integrity and stability of the building. Finally, the innovation for productivity can be maximized by implementing automation technologies in the manufacturing and construction of the modular units.en_EN
dc.description.accrualMethodOCSes_ES
dc.description.bibliographicCitationLiew, R.; Dai, Z.; Chau, YS. (2018). Steel Concrete Composite Systems for Modular Construction of High-rise Buildings. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 59-65. https://doi.org/10.4995/ASCCS2018.2018.7220es_ES
dc.description.sponsorshipThe authors would like to acknowledge the financial support by the National Research Foundation (NRF) and SembCorp-NUS Corp Lab under project grant R-261-513-009-281.es_ES
dc.description.upvformatpfin65es_ES
dc.description.upvformatpinicio59es_ES
dc.format.extent7es_ES
dc.identifier.doi10.4995/ASCCS2018.2018.7220
dc.identifier.isbn9788490486016
dc.identifier.urihttps://riunet.upv.es/handle/10251/108233
dc.languageIngléses_ES
dc.publisherEditorial Universitat Politècnica de Valènciaes_ES
dc.relation.conferencedateJunio 27-29,2018es_ES
dc.relation.conferencename12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018es_ES
dc.relation.conferenceplaceValencia, Spaines_ES
dc.relation.ispartofProceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018es_ES
dc.relation.pasarelaOCS\7220es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/NRF//R-261-513-009-281/es_ES
dc.relation.publisherversionhttp://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7220es_ES
dc.rightsReconocimiento - No comercial - Sin obra derivada (by-nc-nd)es_ES
dc.rights.accessRightsAbiertoes_ES
dc.subjectModular constructiones_ES
dc.subjectComposite designes_ES
dc.subjectLightweight concretees_ES
dc.subjectFast jointes_ES
dc.subjectHigh-rise buildinges_ES
dc.titleSteel Concrete Composite Systems for Modular Construction of High-rise Buildingses_ES
dc.typeCapítulo de libroes_ES
dc.typeComunicación en congresoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublication
upv.uuid1a5368a5-0beb-4571-a76e-ffe7731077aaes_ES

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