Sustainable approaches to improve the resilience of modular buildings under wind loads

dc.contributor.authorMunmulla, T
dc.contributor.authorNavaratnam, S
dc.contributor.authorGamage, H
dc.contributor.authorTushar, Q
dc.contributor.authorPonnampalam, T
dc.contributor.authorZhang, G
dc.contributor.authorJayasinghe, MTR
dc.date.accessioned2023-12-01T03:44:25Z
dc.date.available2023-12-01T03:44:25Z
dc.date.issued2023
dc.description.abstractPrefabricated volumetric modular building (PVMB) technology is an emerging technology that can make the construction industry walk towards sustainability by reducing the emission of pollutants leading to various environmental impacts. However, the knowledge of the lateral behaviour of PVMBs is limited. This could lead to significant building failure in future, as the climate continues to change, it is expected that building performance will be affected. Thus, this research aims to study the resilience of PVMBs under changing wind loads and identify the most sustainable approach to improve resilience. A 25-storey case-study building was analysed with modifications added to increase its lateral stiffness. Three methods of increasing the resilience were used: (1) increasing the size of structural elements; (2) increasing the inter-component connection stiffness; and (3) introducing discrete diaphragms. The results showed that using chevron bracings of the same section size as Xbracings can maintain the same resilience against the wind while decreasing total bracing steel volume by 32%. Among the analysis cases, structures with concrete cores (CC) have the highest stiffness to withstand the increased wind loads. The building with CC at the centre can withstand a 100% higher serviceability wind speed (i.e. 74 ms􀀀 1) than building without modifications (i.e. 37 ms􀀀 1). At the same time, the building with CC on either side can withstand a 45% higher wind speed than building without modifications. Further considering the sustainability aspects, the environmental effects of global warming can be reduced by about 160% when fully modular buildings are constructed with recycled steel.en_US
dc.identifier.citationMunmulla, T., Navaratnam, S., Hidallana-Gamage, H., Tushar, Q., Ponnampalam, T., Zhang, G., & Jayasinghe, M. T. R. (2023). Sustainable approaches to improve the resilience of modular buildings under wind loads. Journal of Constructional Steel Research, 211, 108124. https://doi.org/10.1016/j.jcsr.2023.108124en_US
dc.identifier.databaseScience Directen_US
dc.identifier.doihttps://doi.org/10.1016/j.jcsr.2023.108124en_US
dc.identifier.journalJournal of Constructional Steel Researchen_US
dc.identifier.pgnos108124 (1-20)en_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/21843
dc.identifier.volume211en_US
dc.identifier.year2023en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectModular buildingsen_US
dc.subjectNumerical modellingen_US
dc.subjectResilienceen_US
dc.subjectSustainable designen_US
dc.subjectWind loadsen_US
dc.subjectLateral stiffnessen_US
dc.titleSustainable approaches to improve the resilience of modular buildings under wind loadsen_US
dc.typeArticle-Full-texten_US

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