Proposing a multi-mushroom structural system for enhanced seismic performance in large-plan low-rise reinforced concrete buildings

dc.contributor.authorAlhashash, Mahmoud
dc.contributor.authorHabib, Ahed
dc.contributor.authorHosseini, Mahmood
dc.date.accessioned2026-02-06T18:26:15Z
dc.date.issued2024
dc.departmentDoğu Akdeniz Üniversitesi
dc.description.abstractThis study introduces a novel 'multi-mushroom' structural system designed to improve seismic performance in lowrise buildings. Traditional low-rise structures tend to favor sliding over rocking due to their smaller aspect ratios despite the rocking system's superior seismic response reduction. Rocking designs allow structures to pivot at their base during seismic events, reducing damage by dissipating energy. The proposed multi-mushroom system divides the building into four equal sections with small gaps in between, each capable of independent rocking. Numerical analyses are conducted using scaled earthquake records from far- and near-source events to evaluate this system's performance. The results indicated that the multi- mushroom system significantly reduces plastic hinge formation compared to conventional designs. The system also demonstrated enhanced beam performance and a robust base girder, contributing to reduced collapse vulnerability. The 3-story model exhibited the most favorable behavior, effectively mitigating peak roof drift values, where the rocking system achieved a 21% reduction in mean roof displacement for near-field records and 15% for far-field records. However, the 5-story configuration showed increased roof displacement, and the 7-story model recorded higher incidences of collapse prevention (CP) hinges, indicating areas for further optimization. Overall, the multi-mushroom system enhances seismic resilience by minimizing plastic hinge formation and improving structural integrity. While the system shows significant promise for low-rise buildings, challenges related to roof displacement and inter-story drift ratio in taller structures necessitate further research. These findings suggest that the multi-mushroom system offers a viable solution for seismic risk reduction, contributing to safer and more sustainable urban development in earthquake-prone areas.
dc.identifier.doi10.12989/sem.2024.91.5.487
dc.identifier.endpage502
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue5
dc.identifier.orcid0000-0001-5607-9334
dc.identifier.scopus2-s2.0-85206110476
dc.identifier.scopusqualityQ2
dc.identifier.startpage487
dc.identifier.urihttps://doi.org/10.12989/sem.2024.91.5.487
dc.identifier.urihttps://hdl.handle.net/11129/10394
dc.identifier.volume91
dc.identifier.wosWOS:001326838200005
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Press
dc.relation.ispartofStructural Engineering and Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260204
dc.subjectdirected-damage design
dc.subjectmulti-mushroom skeleton
dc.subjectnonlinear time history analysis
dc.subjectrocking building
dc.subjectseismic performance level
dc.titleProposing a multi-mushroom structural system for enhanced seismic performance in large-plan low-rise reinforced concrete buildings
dc.typeArticle

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