[HTML][HTML] Optimal single concave sliding device properties for isolated multi-span continuous deck bridges depending on the ground motion characteristics

P Castaldo, E Miceli - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
The present study investigates the analysis of the optimal friction coefficient with respect to
the seismic performance of isolated multi-span continuous deck bridges, equipped with …

Incremental dynamic analysis for estimating seismic performance sensitivity and uncertainty

D Vamvatsikos, M Fragiadakis - Earthquake engineering & …, 2010 - Wiley Online Library
Incremental dynamic analysis (IDA) is presented as a powerful tool to evaluate the variability
in the seismic demand and capacity of non‐deterministic structural models, building upon …

Modeling, analysis and reliability of seismically excited structures: computational issues

M Fragiadakis, M Papadrakakis - International journal of …, 2008 - World Scientific
A critical review of the current state of the art of the computing practices adopted by the
earthquake engineering community is presented. Advanced computational tools are …

Seismic performance of an existing RC structure retrofitted with buckling restrained braces

P Castaldo, E Tubaldi, F Selvi, L Gioiella - Journal of Building Engineering, 2021 - Elsevier
The use of buckling restrained braces (BRBs) represents one of the best solutions for
retrofitting or upgrading the numerous existing reinforced concrete framed buildings in areas …

Seismic reliability of base-isolated structures with friction pendulum bearings

P Castaldo, B Palazzo, P Della Vecchia - Engineering Structures, 2015 - Elsevier
The friction pendulum system (FPS) is becoming a widely used technique for seismic
protection and retrofit of buildings, bridges and industrial structures due to its remarkable …

A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses

M Rota, A Penna, G Magenes - Engineering Structures, 2010 - Elsevier
A new analytical approach for the derivation of fragility curves for masonry buildings is
proposed. The methodology is based on nonlinear stochastic analyses of building …

Processing Italian damage data to derive typological fragility curves

M Rota, A Penna, CL Strobbia - Soil Dynamics and Earthquake …, 2008 - Elsevier
Typological fragility curves have been derived from post-earthquake survey data on building
damage, collected in the areas affected by the most relevant Italian earthquakes of the last …

A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation

H Crowley, R Pinho, JJ Bommer - Bulletin of Earthquake Engineering, 2004 - Springer
Earthquake loss estimation studies require predictions to be made of the proportion of a
building class falling within discrete damage bands from a specified earthquake demand …

Simplified pushover-based vulnerability analysis for large-scale assessment of RC buildings

B Borzi, R Pinho, H Crowley - Engineering structures, 2008 - Elsevier
Analytical methods for large-scale assessment of the seismic vulnerability of RC buildings
have only recently become feasible due to a combination of advancements in the field of …

Stochastic vulnerability assessment of masonry structures: concepts, modeling and restoration aspects

PG Asteris, A Moropoulou, AD Skentou… - Applied Sciences, 2019 - mdpi.com
A methodology aiming to predict the vulnerability of masonry structures under seismic action
is presented herein. Masonry structures, among which many are cultural heritage assets …