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

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

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dc.contributor.author Liew, Richard es_ES
dc.contributor.author Dai, Z. es_ES
dc.contributor.author Chau, Yie Sue es_ES
dc.date.accessioned 2018-09-26T07:18:40Z
dc.date.available 2018-09-26T07:18:40Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/108233
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. es_ES
dc.description.sponsorship The 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.format.extent 7 es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018 es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Modular construction es_ES
dc.subject Composite design es_ES
dc.subject Lightweight concrete es_ES
dc.subject Fast joint es_ES
dc.subject High-rise building es_ES
dc.title Steel Concrete Composite Systems for Modular Construction of High-rise Buildings es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.7220
dc.relation.projectID info:eu-repo/grantAgreement/NRF//R-261-513-009-281/ es_ES
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Liew, 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/ASCCS2018.2018.7220 es_ES
dc.description.accrualMethod OCS es_ES
dc.relation.conferencename 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018 es_ES
dc.relation.conferencedate Junio 27-29,2018 es_ES
dc.relation.conferenceplace Valencia, Spain es_ES
dc.relation.publisherversion http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7220 es_ES
dc.description.upvformatpinicio 59 es_ES
dc.description.upvformatpfin 65 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\7220 es_ES
dc.contributor.funder National Research Foundation, Singapur es_ES


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