Algunas de las estructuras de los planteles escolares en la República Dominicana han sufrido lesiones a causa de los movimientos de sismos, que actúan con una fuerza que los elementos no pueden absorber, rompiendo por cortante y en casos aislados, desplome de los elementos, esto es debido a la equivoca disposición de la misma y principalmente de la mano de obra. Los planteles que mayormente se ven agrietados son aquellos cuya construcción llevan la configuración de los modelos de escuelas donadas en el 1979s. Los aspectos aquí tratados son los análisis de estudio de los casos de algunas de estas entidades elegidas al azar, donde muestran las fallas a analizar. Mediante el modelo representado en el software Cype, se comprueba sobre el modelo de las nuevas escuelas, hasta qué grado la estructura cumple con los reglamentos para construcciones sismoresistentes, proponer una mejora en el sistema estructural tanto para las escuelas existentes como para las nuevas construcciones, un angular reemplazable que cuando pierda plasticidad pueda ser cambiada por una pieza nueva que preste las misma respuesta para las solicitaciones.

Some of the structures of school facilities in the Dominican Republic have suffered injury from the movements of earthquakes, acting with a force that cannot absorb elements, breaking shear and in isolated cases, crash elements, ie due to wrong arrangement thereof and mainly labor. The schools that are mostly cracked are those whose construction lead configuration donated school models in the 1979s. The issues discussed here are study analyzes the cases of some of these entities selected by chance and show failures analyzed. Using the model represented in the Cype software, a check on the model of the new schools, to what extent the structure complies with the regulations for seismic resistant buildings, proposing an improvement in the structural system for both existing schools as for new construction, a replaceable angular when he loses plasticity can be replaced with a new part to provide the same response to the stresses.Some of the structures of school facilities in the Dominican Republic have suffered injury from the movements of earthquakes, acting with a force that cannot absorb elements, breaking shear and in isolated cases, crash elements, ie due to wrong arrangement thereof and mainly labor. The schools that are mostly cracked are those whose construction lead configuration donated school models in the 1979s. The issues discussed here are study analyzes the cases of some of these entities selected by chance and show failures analyzed. Using the model represented in the Cype software, a check on the model of the new schools, to what extent the structure complies with the regulations for seismic resistant buildings, proposing an improvement in the structural system for both existing schools as for new construction, a replaceable angular when he loses plasticity can be replaced with a new part to provide the same response to the stresses.