The Italian guidelines for seismic risk classification of constructions: technical principles and validation

E Cosenza, C Del Vecchio, M Di Ludovico… - Bulletin of Earthquake …, 2018 - Springer
Abstract The Italian “Guidelines for the seismic risk classification of constructions” approved
in February 2017 define the technical principles for exploiting tax deductions with respect to …

Influence of localised corrosion on the cyclic response of reinforced concrete columns

Z Rinaldi, F Di Carlo, S Spagnuolo, A Meda - Engineering Structures, 2022 - Elsevier
The evaluation of the corrosion effects on both the local and global behaviour of reinforced
concrete elements is nowadays a topical problem, since many structures have reached their …

[HTML][HTML] Analysis of FRCM and CRM parameters for the in-plane shear strengthening of different URM types

M Del Zoppo, M Di Ludovico, A Prota - Composites Part B: Engineering, 2019 - Elsevier
Abstract Fabric Reinforced Cementitious Matrix and Composite Reinforced Mortar, are
amongst relatively new type of inorganic composites. Several precedent research programs …

[HTML][HTML] FRP for seismic strengthening of shear controlled RC columns: Experience from earthquakes and experimental analysis

M Del Zoppo, M Di Ludovico, A Balsamo… - Composites Part B …, 2017 - Elsevier
The high vulnerability of existing Reinforced Concrete (RC) structures, even to moderate
seismic events, has been confirmed from recent post-earthquake surveys. Short and wall …

Seismic retrofit of real beam-column joints using fiber-reinforced cement composites

C Del Vecchio, M Di Ludovico, A Balsamo… - Journal of Structural …, 2018 - ascelibrary.org
This paper studies the seismic behavior of old-style reinforced concrete beam-column joints
and the effectiveness of an innovative application of fiber-reinforced concrete (FRC) as a …

Shear performance evaluation of reinforced concrete piers subjected to vehicle collision

L Chen, H Wu, T Liu - Journal of Structural Engineering, 2020 - ascelibrary.org
In this study, finite element (FE) simulation is conducted to analyze the dynamic response
and damage/failure characteristics of typical three-column reinforced concrete (RC) piers …

Shear capacity model of rectangular RC columns based on Bayesian update

C Ma, Z Deng, X Chang, L Zhou, KM Pan, JJ Zeng - Structures, 2024 - Elsevier
Reinforced concrete (RC) columns are function as structural member resisting vertical
loading. The combined effects of vertical loading and transverse loading might induce shear …

Refinement and validation of the simple lateral mechanism analysis (SLaMA) procedure for RC frames

R Gentile, C del Vecchio, S Pampanin… - Journal of Earthquake …, 2021 - Taylor & Francis
ABSTRACT The 2017 New Zealand Society for Earthquake Engineering (NZSEE)
guidelines for seismic assessment of buildings recommends using Simple Lateral …

Damage assessment of shear wall components for RC frame–shear wall buildings using story curvature as engineering demand parameter

C **ong, X Lu, X Lin - Engineering Structures, 2019 - Elsevier
Reinforced concrete (RC) frame–shear wall structures are extensively used in urban areas.
As a major part of the lateral load resisting system, the shear wall is a key component for the …

[HTML][HTML] Comparative analysis of existing RC columns jacketed with CFRP or FRCC

M Del Zoppo, M Di Ludovico, A Balsamo, A Prota - Polymers, 2018 - mdpi.com
Reinforced concrete (RC) columns typical of existing structures often exhibit premature
failures during seismic events (ie, longitudinal bars buckling and shear interaction …