A gradient elastic homogenisation model for brick masonry-Reference-Cited by-同舟云学术

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A gradient elastic homogenisation model for brick masonry

Published:2020-04 Issue: Volume:208 Page:110311
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kouris Leonidas Alexandros S.,Bournas Dionysios A.,Akintayo Olufemi T.,Konstantinidis Avraam A.,Aifantis Elias C.

Funder

Marie Skłodowska-Curie Individual Fellowship

H2020-MSCA-RISE

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference112 articles.

1. Seismic damage assessment of unreinforced masonry structures after the Abruzzo 2009 earthquake: The case study of the historical centers of L’Aquila and Castelvecchio Subequo;Indirli;Int J Archit Herit,2013

2. Performance of masonry buildings during the Emilia 2012 earthquake;Penna;Bull Earthq Eng,2014

3. TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings;Lagomarsino;Eng Struct,2013

4. Numerical calibration of an easy method for seismic behaviour assessment on large scale of masonry building aggregates;Formisano;Adv Eng Softw,2015

5. Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques;Maio;Bull Earthq Eng,2015

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3. Empirical Equations for Modelling Yarn–Mortar Debonding in TRM-Strengthened Masonry Walls Subjected to Out-of-Plane Loading;Buildings;2023-12-21

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