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dc.contributor.authorQuezada Ramos, Eder Nel
dc.contributor.authorSerrano Arone, Yaneth
dc.contributor.authorHuaco, Guillermo
dc.date.accessioned2021-06-08T13:32:11Z
dc.date.available2021-06-08T13:32:11Z
dc.date.issued2020-09-30
dc.identifier.doi10.1109/CONIITI51147.2020.9240330
dc.identifier.urihttp://hdl.handle.net/10757/656418
dc.descriptionEl texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.en_US
dc.description.abstractSince the last decade there is an important increase of high-rise buildings in Peru, especially in urban areas. Therefore, it is necessary to assess if the Peruvian Seismic Code is applicable for this type of buildings which have long natural periods as their main characteristic. The main objective of this article is to compare the results of the base shear and story drift ratios of Peruvian seismic design code E.030 with those of the ASCE 7-16 standard to the case of high-rise buildings, this due to the fact that there is limited information for tall buildings in Peru or comparison between national or international code for this type of structures. These high rise buildings have square and rectangular plan floors. Half of them have moment frames and reinforce concrete slab around the rigid core and the others have post-tensioned slab as their vertical load resisting system and central core walls with peripheral columns as the lateral force resisting system. Hence, the response spectrum analysis (RSA) is carried out for every case of the four tall buildings with different configurations using both seismic codes. Then results are compared with the linear response history analysis (LRHA) considering five Peruvian ground motions records, which were scaled to 0.45g PGA. It was verified that generally both the base shear and the interstory drifts calculated using ASCE7-16 are less than that obtained with the seismic code E.030.en_US
dc.formatapplication/htmlen_US
dc.language.isoengen_US
dc.publisherInstitute of Electrical and Electronics Engineers Inc.en_US
dc.relation.urlhttps://ieeexplore.ieee.org/document/9240330en_US
dc.rightsinfo:eu-repo/semantics/embargoedAccessen_US
dc.subjectHigh-Rise Buildingsen_US
dc.subjectLong Natural Perioden_US
dc.subjectPost-tensioned Slaben_US
dc.subjectRigid Coreen_US
dc.subjectSeismic Base Shear Forceen_US
dc.subjectStory Drift Ratiosen_US
dc.titleA comparative study of the seismic base shear force and story drift ratios using Time History and Modal Spectrum Analysis according to Peru Code E.030 and ASCE 7.16 on high-rise buildingsen_US
dc.typeinfo:eu-repo/semantics/articleen_US
dc.identifier.journal2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedingsen_US
dc.identifier.eid2-s2.0-85096588924
dc.identifier.scopusidSCOPUS_ID:85096588924
dc.source.journaltitle2020 Congreso Internacional de Innovacion y Tendencias en Ingenieria, CONIITI 2020 - Conference Proceedings
dc.identifier.isni0000 0001 2196 144X


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