Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing

Nonlinear Modelling of Curved Masonry Structures after Seismic Retrofit through FRP Reinforcing

A reliable numerical evaluation of the nonlinear behaviour of historical masonry structures, before and after a seismic retrofitting, is a fundamental issue in the design of the structural retrofitting. Many strengthening techniques have been introduced aimed at improving the structural performance...

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Bibliographic Details
Main Authors: Bartolomeo Pantò, Francesco Cannizzaro, Salvatore Caddemi, Ivo Caliò, César Chácara, Paulo B. Lourenço
Format: Article
Language:English
Published: MDPI AG 2017-08-01
Series:Buildings
Subjects:
macro-model approach
monumental masonry structures
masonry arches and vaults
historical structural analyses
seismic assessment
cultural heritage protection
FRP-reinforcement
HiStrA software
Online Access:https://www.mdpi.com/2075-5309/7/3/79

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