Experimental and numerical investigations on cyclic behavior of U-shaped dissipative devices

U-Shaped Dissipative Devices (USDDs) are seismic devices consisting of U-Shaped Flexural Plates (USFPs) applied in seismic design for dissipating energy by means of hysteresis due to the steel cyclical yielding. They may be used in practice since are simple to be assembled, installed and substituted after the design seismic event. For these reasons, it becomes essential to properly predict the USDDs seismic behavior, taking into account all the fundamental parameters determining their dissipative capacity. In this study experimental and numerical investigations are carried out in order to investigate the cyclic behavior of a USDD, consisting of two pairs of USFPs in order to increase the device dissipative capacity. Moreover, the USDD investigated has significant dimensions so that it is particularly devoted for constructions (such as buildings and bridges) of large dimensions. At first, the main results of an experimental campaign are illustrated and commented. Then, a refined numerical model is implemented and validated in order to properly predict the cyclic response under the displacements imposed, taking into account the USFPs construction stages. Additionally, numerical analyses are performed with the aim of investigating the interaction among the device elements. Finally, a simplified formulation is also proposed in order to be applied in practice for seismic design of construction that are provided with the device investigated. The investigations carried out highlight that the USDD behavior is strongly influenced by the elements interaction, and by the connecting plates stiffness. Consequently, a design optimization as a function of the design displacement may be obtained in order to reduce steel amount involved, realizing cheaper devices having also a satisfactory dissipative capacity. • Experimental campaign of dissipative devices. • Nonlinear analysis of device behavior using the Finite Element Method. • Results and comparisons. • Numerical investigations of the device behavior. • Simplified force-displacement law for the device.

Authors

Institutions

Publication Details

Journal
Construction and Building Materials
Published
2025-04-17
DOI
https://doi.org/10.1016/j.conbuildmat.2025.141136
Citations
1
Primary Topic
Vibration Control and Rheological Fluids
Type
article
Field-Weighted Citation Impact
0.95
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Experimental and numerical investigations on cyclic behavior of U-shaped dissipative devices

Annarita Palmiotta, Rosario Gigliotti, Michele D’Amato, Franco Braga et al.
1 citations
Construction and Building Materials
Vibration Control and Rheological Fluids
0.95
article

Experimental and numerical investigations on cyclic behavior of U-shaped dissipative devices

Annarita Palmiotta, Rosario Gigliotti, Michele D’Amato, Franco Braga, Alfonso Ferdinando Coniglio
article en
1 citations

Abstract

U-Shaped Dissipative Devices (USDDs) are seismic devices consisting of U-Shaped Flexural Plates (USFPs) applied in seismic design for dissipating energy by means of hysteresis due to the steel cyclical yielding. They may be used in practice since are simple to be assembled, installed and substituted after the design seismic event. For these reasons, it becomes essential to properly predict the USDDs seismic behavior, taking into account all the fundamental parameters determining their dissipative capacity. In this study experimental and numerical investigations are carried out in order to investigate the cyclic behavior of a USDD, consisting of two pairs of USFPs in order to increase the device dissipative capacity. Moreover, the USDD investigated has significant dimensions so that it is particularly devoted for constructions (such as buildings and bridges) of large dimensions. At first, the main results of an experimental campaign are illustrated and commented. Then, a refined numerical model is implemented and validated in order to properly predict the cyclic response under the displacements imposed, taking into account the USFPs construction stages. Additionally, numerical analyses are performed with the aim of investigating the interaction among the device elements. Finally, a simplified formulation is also proposed in order to be applied in practice for seismic design of construction that are provided with the device investigated. The investigations carried out highlight that the USDD behavior is strongly influenced by the elements interaction, and by the connecting plates stiffness. Consequently, a design optimization as a function of the design displacement may be obtained in order to reduce steel amount involved, realizing cheaper devices having also a satisfactory dissipative capacity. • Experimental campaign of dissipative devices. • Nonlinear analysis of device behavior using the Finite Element Method. • Results and comparisons. • Numerical investigations of the device behavior. • Simplified force-displacement law for the device.

Construction and Building MaterialsVol. 477
University of Basilicata (IT), Sapienza University of Rome (IT)
Openalex Percentile: Top 27%
Vibration Control and Rheological Fluids
0.95
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.