Cálculo del desempeño estructural de un edificio con sistema de muros un caso particular de 10 pisos.

Abstract

The structural design of a building whose seismic resistance system is concrete walls reinforced by solid slabs was carried out following the guidelines and recommendations established in the Colombian Construction Regulations for Earthquake Resistant 2010 (NSR-10). The seismic requests were obtained through a Dynamic Modal Spectral Analysis according to the location of the building and the characteristics and profile of the soil. 21 load combinations were developed based on the resistance method, taking into account the direction and percentage of application of the design earthquake. For the design of the slab, it was verified that it did not exceed the maximum allowed deflection. The design of the walls was carried out taking into account the minimum shear amounts and according to the requests presented for each one, the need or not of edge elements was verified and the design of the same was carried out.