Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings

Author:

Furtado AndréORCID,Rodrigues HugoORCID,Arêde AntónioORCID,Vasconcelos Graça,Teresa de Risi MariaORCID

Funder

Fundação para a Ciência e a Tecnologia

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference57 articles.

1. The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake;Luca;Bull. Earthq. Eng.,2014

2. Performance of buildings with masonry infill walls during the 2011 Lorca earthquake;Hermanns;Bull. Earthq. Eng.,2014

3. Seismic response of RC buildings during the mw 6.0 august 24, 2016 Central Italy earthquake: the amatrice case study" bulletin of earthquake engineering;Masi;journal article,2019

4. Seismic response of reinforced concrete frames infilled with weakly reinforced masonry panels;Calvi;J. Earthq. Eng.,2001

5. In-plane behaviour and damage assessment of masonry infills with hollow clay bricks in RC frames;De Risi;Eng. Struct.,2018

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