In order to investigate the seismic behavior of the concrete Diagrid structures, 03 models of 06-level buildings are proposed with a typical 30 m x 37.5 m plant located in an area of high seismicity in Peru. A comparative analysis has been made between two structural systems on the one hand the conventional or orthogonal system and on the other the Diagrid system of reinforced concrete, for the latter two types or models that we will call type A and type B, whose modulation will be analyzed, will be analyzed. every 02 and 04 floors respectively. The three models will have the same characteristics; roofed area, dimensions in plan and elevation, construction materials and loading loads, geographical location, soil type, use and importance, Basic Coefficient of Reduction of the Seismic Force (Ro), these characteristics generate the factors that are regulated by E.030.2016 that defines the p...

In order to investigate the seismic behavior of the concrete Diagrid structures, 03 models of 06-level buildings are proposed with a typical 30 m x 37.5 m plant located in an area of high seismicity in Peru. A comparative analysis has been made between two structural systems on the one hand the conventional or orthogonal system and on the other the Diagrid system of reinforced concrete, for the latter two types or models that we will call type A and type B, whose modulation will be analyzed, will be analyzed. every 02 and 04 floors respectively. The three models will have the same characteristics; roofed area, dimensions in plan and elevation, construction materials and loading loads, geographical location, soil type, use and importance, Basic Coefficient of Reduction of the Seismic Force (Ro), these characteristics generate the factors that are regulated by E.030.2016 that defines the p...

En la búsqueda de sistemas estructurales que no tengan tantas limitaciones como los sistemas tradicionales, damos una vista a los países desarrollados que se encuentra en Asia, Europa y américa del Norte y vemos como emergen formas a veces aerodinámicas, otras que desafían la gravedad y en casi todos los casos con fachadas sin obstrucciones a la vista, este innovador sistema se denomina “Diagrid”. Según Sepideh Korsavi et al. Del año 2000 al 2016 se ha incrementado en 5.5 veces la cantidad de estructura Diagrid en el mundo, esta popularidad no solo se debe a sus atractivas formas, espacios abiertos, ahorro energético con mayor luz natural, sino también por su eficiencia estructural, Muchos trabajos de investigación han demostrado las ventajas del sistema Diagrid de acero versus el sistema convencional, pero existen muy pocos estudios del sistema Diagrid de concreto, esto es...

In order to investigate the seismic behavior of the concrete Diagrid structures, 03 models of 06-level buildings are proposed with a typical 30 m x 37.5 m plant located in an area of high seismicity in Peru. A comparative analysis has been made between two structural systems on the one hand the conventional or orthogonal system and on the other the Diagrid system of reinforced concrete, for the latter two types or models that we will call type A and type B, whose modulation will be analyzed, will be analyzed. every 02 and 04 floors respectively. The three models will have the same characteristics; roofed area, dimensions in plan and elevation, construction materials and loading loads, geographical location, soil type, use and importance, Basic Coefficient of Reduction of the Seismic Force (Ro), these characteristics generate the factors that are regulated by E.030.2016 that defines the p...