In Buyle-Bodin and Madhkhan 2002, structural members were elaborated columns simultaneously subjected to flexural cyclic loading and constant axial load with metallic fiber quantities of 20 and 40 kg/m, which were subjected to axial loads and cyclic loading.
En Buyle-Bodin y Madhkhan 2002 se elaboraron elementos estructurales columnas sometidas simultáneamente a flexión con carga cíclica y carga axial constante con cuantías de fibras metálicas de 20 y 40 kg/m, los cuales fueron sometidos a cargas axiales y a cargas cíclicas.