Publication: Effects of Using High-Strength Reinforcement in the Seismic Performance of a Tall RC Shear Wall Building
dc.contributor.author | Puentes, Juan | |
dc.contributor.author | Parra, Pablo F. | |
dc.contributor.author | Magna-Verdugo, Carolina | |
dc.contributor.author | Cendoya, Patricio | |
dc.contributor.author | Avudaiappan, Siva | |
dc.date.accessioned | 2023-05-22T20:38:51Z | |
dc.date.available | 2023-05-22T20:38:51Z | |
dc.date.issued | 2023 | |
dc.description.abstract | Chile’s reinforced concrete (RC) design is based on ACI 318-08, where high-strength reinforcement is not allowed in seismic force-resistant members. In 2019, new requirements adopted by ACI 318 permitted the incorporation of high-strength reinforcement in walls. This study compared the seismic performance of two Chilean 20-story residential buildings on soft soil, one designed with traditional Grade 60 and the other with high-strength Grade 80 reinforcement. The performance was assessed in terms of the probability of exceeding the ASCE 41 limit states during a 50-year lifecycle. Analyses showed that both buildings had similar seismic performance. However, the reduction in reinforcement in the Grade 80 building was close to 18%. It is concluded that using high-strength reinforcement in a typical wall building implies a significant reduction in the reinforcement used without affecting the seismic performance. | |
dc.description.version | Versión publicada | |
dc.identifier.citation | Puentes, J.; Parra, P.F.; Magna-Verdugo, C.E.; Cendoya, P.; Avudaiappan, S. Effects of Using High-Strength Reinforcement in the Seismic Performance of a Tall RC Shear Wall Building. Buildings 2023, 13, 960. https://doi.org/10.3390/ buildings13040960 | |
dc.identifier.doi | https://doi.org/10.3390/buildings13040960 | |
dc.identifier.uri | https://repositorio.udd.cl/handle/11447/7524 | |
dc.language.iso | en | |
dc.source | Building | |
dc.subject | High-strength reinforcement | |
dc.subject | Shear wall | |
dc.subject | Pushover analysis | |
dc.subject | Fragility curves | |
dc.subject | SPO2IDA | |
dc.title | Effects of Using High-Strength Reinforcement in the Seismic Performance of a Tall RC Shear Wall Building | |
dc.type | Article | |
dcterms.accessRights | Acceso abierto | |
dcterms.source | Buildings | |
dspace.entity.type | Publication |