Calculo estructural sismo resistente de un edificio de 4 plantas por el método de cross en la ciudad de machala

Then the following content presents a design seismic-resistant of a building of four plants intended to be built in the city of Machala, using specific and regulated by the NEC - SD - DS 2015 data, getting started to use the static method or design based on forces with results and by the rules of seismic hazard criteria defining the total basal shear then we conclude using the Cross method or moment distribution results with displacement and without displacement of reactions you internes gantry. Referring of the static method are our constant baseline, based on factors of amplification and coefficients of the type of structure culminating distribute force seismic making the height of mezzanine raising a coefficient related to the period of vibration, distributing the horizontal forces seismic per level by checking the value of the sum of you were with the basal shear building total the Cross method makes use of inertia and rigidity of structural elements to perform a procedure of distribution and transportation through iterations to reach equivalent forces for each level getting equation solving it with an inverse matrix to end with the final moments of the portico criticized from both directions, calculated separately for dead, alive, and seismic loads obtaining results maximum moments shear and axial for the design of structural elements.