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Updated: Feb 5, 2026

Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior
Published on: June 27, 2018
Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls
Francesco Morelli1, Silvia Caprili1, Walter Salvatore1
1Department of Civil and Industrial Engineering - University of Pisa, Italy.
Abstract:
This paper presents the experimental data on the cyclic behavior of Steel frames with Reinforced Concrete infill Walls (SRCW). Two specimens, characterized by a different shear studs distribution, have been tested: the first one is provided with shear studs positioned only in the four corners of the steel frame; the second one presents shear studs all distributed along the perimeter of the steel frame except for the zone of the dissipative fuses. The overall setup, loading protocol, collapse mechanisms, force-displacement curves for both the whole system and the main single components are described for the two tested prototypes.
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