Cálculo y diseño estructural para el parqueadero subterráneo del Campus Central de la Universidad de Cuenca en estructura metálica y hormigón armado

Abstract

In the present project is realize the analysis and the structural design of the subway parking of the Central Campus University from Cuenca, showing two ways for their design, the first one use a structure of reinforce concrete and the second one use a metallic structure. In the structure analysis is consider two conditions the first one in that soil stays in settling state and the second one in the soil is in active state is consideration of soil moving because of presence of the earthquake, to determine the dynamic increasing of the lateral pressure, is realize differences between the Mononobe – Okabe method used by the Chile law and the method used by the Venezuelan law. To develop the structural analysis is used ETABS v 9.7.0 software, this one helps to get a structural reinforced concrete using ribbed slab bidirectional and play slab to the metallic structure giving a perfect analysis of the structure. To design earthquake resistance is consider the static analysis suggested by CEC 2002 to design of reinforced concrete and structural steel, is created an electronics files to help to design in the base of codes ACI 318-08 and AISC 360-10 respectively. The process of two kind of design has the good to determine the better structure to stay in the physical conditions and service with the lowest possible cost.