Bibliographic citations
Anaya, C., Asencio, M. (2021). Estudio de 2 edificaciones aporticadas considerando los efectos de la interacción tabique pórtico mediante el método del puntal equivalente [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/657402
Anaya, C., Asencio, M. Estudio de 2 edificaciones aporticadas considerando los efectos de la interacción tabique pórtico mediante el método del puntal equivalente [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2021. http://hdl.handle.net/10757/657402
@misc{renati/396951,
title = "Estudio de 2 edificaciones aporticadas considerando los efectos de la interacción tabique pórtico mediante el método del puntal equivalente",
author = "Asencio Huamanchay, Medali Del Carmen",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2021"
}
The masonry wall, despite being isolated, provides a certain lateral stiffness to the frames, as demonstrated in the study by (Zhou, Kou, Peng, & Cui, 2018), therefore, in some cases an analysis must be carried out considering the masonry walls. In the first part of the thesis, it was evaluated which characteristics of a frame are the most influential in the effective width (Wb) of the equivalent prop from an analysis with the finite element method, where it was found that the diagonal length of the frame is the most influential variable. Then, in the second part, a seismic analysis of 2 buildings was performed that were pre-dimensioned with the maximum drift and 50% of the maximum drift of the E0.30 standard. These 4 models were analyzed with masonry and without masonry, with the spectral modal method and time history. The main conclusions were that carrying out an analysis considering the ITP can change the modal behavior of the building, the basal shear increased by up to 19.5% in the rigid structure and 17% in the flexible one, lateral displacements were reduced by a maximum of 53% in the flexible structure and 16% in the rigid structure, and that the period decreased to 25%. It was concluded that a more flexible building amplifies the differences between the model with ITP and without ITP. Finally, it was confirmed that in the analysis considering the ITP there are irregularities due to torsion and / or soft story.
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