E Bruschi, V Quaglini, PM Calvi - Engineering Structures, 2022 - Elsevier
This paper presents a simple and affordable design procedure for the seismic upgrade of frame structures equipped with hysteretic dampers. The proposed framework is aimed at …
Recent studies showed that while code-compliant structures can generally protect the safety of the occupants, they may exhibit extensive damages during strong earthquake events. On …
The paper presents the experimental characterization, the formulation of a numerical model, and the evaluation, by means of non-linear analyses, of a new friction damper conceived for …
M Palermo, S Silvestri, L Landi, G Gasparini… - Engineering …, 2018 - Elsevier
In the present work a direct procedure for the preliminary seismic design of building structures with added dampers is described which represents the simplification of the so …
Nonstructural damage has been found to critically influence economic losses and building downtime following earthquakes. Attaining a target level of seismic performance mandates …
L Guo, J Wang, W Wang, H Wang - Structures, 2023 - Elsevier
Concrete frame has been one of the most widely employed structural types in engineering practice and would also have widespread application in the future. However, severe failure …
O Idels, O Lavan - Earthquake Engineering & Structural …, 2021 - Wiley Online Library
In this paper, an optimization approach for the seismic retrofitting of inelastic moment resisting frames (MRFs) equipped with nonlinear fluid viscous dampers (FVDs) and negative …
L Li, Y Liang, G Chen, D Yang - Engineering Structures, 2022 - Elsevier
Viscous dampers, as effective energy-dissipation devices, have been widely used for seismic mitigation of building structures. Due to the intrinsic uncertainties of structural …
O Lavan, O Amir - Earthquake engineering & structural …, 2014 - Wiley Online Library
SUMMARY A new methodology for performance‐based optimal seismic retrofitting using a limited number of size groups of viscous dampers is presented. The damping coefficient of …