Influencia de parámetros en el método alternativo de diseño sismo-resistente parte I.

Abstract

n this degree work, a comparison of the behavior of five buildings with different design parameters and structural typologies is carried out. One model is based on a design earthquake with a return period (Tr) of 475 years and four models are based on a new method based on an earthquake with a return period of 43 years. All models comply with the guidelines of ACI-318- 19 following the details of special moment resisting frames (SMF) and intermediate moment resisting frames (IMF). One model complies with the NEC-15 guidelines with a 2% allowable drift and the other models are limited to 0.5% drift. With the results of the designs, areas, quantities of materials (concrete and steel) are calculated and compared. The topic is left open for a second installment to review the expected performance for each of the proposed models.