TY - JOUR
T1 - Seismic upgrading of existing masonry structures
T2 - A state-of-the-art review
AU - Gkournelos, P. D.
AU - Triantafillou, T. C.
AU - Bournas, D. A.
N1 - Publisher Copyright:
© 2022 The Authors
PY - 2022/10
Y1 - 2022/10
N2 - This paper presents a state-of-the-art review on the available seismic upgrading techniques of existing masonry structures, which comprise a very common structural material including most of the surviving historic structures worldwide. Due to their increased age and vulnerability, masonry buildings and structures are generally in greater need of structural retrofitting than newer ones constructed with more modern materials. The discussed techniques are divided into three major categories, according to the way they affect the building's load-bearing mechanism. The first one includes those which target individual structural elements aiming to enhance their cyclic behavior. The second one includes those techniques which aim to improve the overall structural integrity of a given structure. Finally, methods which aim at reducing the internal seismically induced forces using special devices comprise the final category. Both conventional and novel upgrading techniques are covered, but the emphasis is clearly on the latter, while the integration of seismic upgrading techniques with measures for energy upgrading is briefly discussed for masonry building envelopes.
AB - This paper presents a state-of-the-art review on the available seismic upgrading techniques of existing masonry structures, which comprise a very common structural material including most of the surviving historic structures worldwide. Due to their increased age and vulnerability, masonry buildings and structures are generally in greater need of structural retrofitting than newer ones constructed with more modern materials. The discussed techniques are divided into three major categories, according to the way they affect the building's load-bearing mechanism. The first one includes those which target individual structural elements aiming to enhance their cyclic behavior. The second one includes those techniques which aim to improve the overall structural integrity of a given structure. Finally, methods which aim at reducing the internal seismically induced forces using special devices comprise the final category. Both conventional and novel upgrading techniques are covered, but the emphasis is clearly on the latter, while the integration of seismic upgrading techniques with measures for energy upgrading is briefly discussed for masonry building envelopes.
KW - Buildings
KW - Masonry
KW - Seismic retrofitting
KW - Strengthening
UR - http://www.scopus.com/inward/record.url?scp=85133692020&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85133692020&partnerID=8YFLogxK
U2 - 10.1016/j.soildyn.2022.107428
DO - 10.1016/j.soildyn.2022.107428
M3 - Review article
AN - SCOPUS:85133692020
SN - 0267-7261
VL - 161
JO - Soil Dynamics and Earthquake Engineering
JF - Soil Dynamics and Earthquake Engineering
M1 - 107428
ER -