Researches

Examination of a reinforced concrete slab-column structure, reinforced with EPSTAL steel, in the event of a progressive catastrophe caused by the destruction of an edge

Study of the behavior of plate-column connections reinforced with EPSTAL steel with high ductility in the emergency stage caused by puncture. Connections reinforced according to

Research on the behavior of plate-column connections reinforced with EPSTAL steel with high ductility in the emergency stage caused by puncture. The study of the

Research on the behavior of the support zone of monolithic plate and column structures in the emergency stage. Most of the tests carried out on

Research on the behavior of a reinforced concrete slab reinforced with EPSTAL steel with high ductility in an emergency situation caused by the removal of

Study of the behavior of the corner fragment of a monolithic plate-and-column system reinforced with steel EPSTAL with high ductility in an emergency situation caused