Reinforced concrete (RC) frame structural system is widely used for housing and commercial construction in urban areas around the world. Exterior and interior partitions are in the form of masonry infills, which are usually constructed using solid clay bricks or multi-perforated clay blocks. Although masonry infills influence the strength and stiffness of a structure subjected to earthquake ground shaking, they are often disregarded in numerical models used for seismic analysis and design of these structures. Numerous RC frame structures with masonry infills experienced damage and/or collapse in past earthquakes, including the M 7.6 Izmit, Turkey (1999); M 7.7 Bhuj, India (2001); M 6.8 Boumerdes, Algeria (2003); and M 7.8 Gorkha, Nepal (2015). In most cases, RC buildings did not experience major structural damage but masonry infills experienced damage or failure.
Source:
International Symposium on Durrës Earthquakes and Eurocodes, 2020
TY - CONF
AU - Marinković, Marko
AU - Milićević, Ivan
AU - Brzev, Svetlana
AU - Blagojević, Nikola
PY - 2020
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2187
AB - Reinforced concrete (RC) frame structural system is widely used for housing and commercial construction in urban areas around the world. Exterior and interior partitions are in the form of masonry infills, which are usually constructed using solid clay bricks or multi-perforated clay blocks. Although masonry infills influence the strength and stiffness of a structure subjected to earthquake ground shaking, they are often disregarded in numerical models used for seismic analysis and design of these structures. Numerous RC frame structures with masonry infills experienced damage and/or collapse in past earthquakes, including the M 7.6 Izmit, Turkey (1999); M 7.7 Bhuj, India (2001); M 6.8 Boumerdes, Algeria (2003); and M 7.8 Gorkha, Nepal (2015). In most cases, RC buildings did not experience major structural damage but masonry infills experienced damage or failure.
C3 - International Symposium on Durrës Earthquakes and Eurocodes
T1 - Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes
ER -
@conference{
author = "Marinković, Marko and Milićević, Ivan and Brzev, Svetlana and Blagojević, Nikola",
year = "2020",
url = "https://grafar.grf.bg.ac.rs/handle/123456789/2187",
abstract = "Reinforced concrete (RC) frame structural system is widely used for housing and commercial construction in urban areas around the world. Exterior and interior partitions are in the form of masonry infills, which are usually constructed using solid clay bricks or multi-perforated clay blocks. Although masonry infills influence the strength and stiffness of a structure subjected to earthquake ground shaking, they are often disregarded in numerical models used for seismic analysis and design of these structures. Numerous RC frame structures with masonry infills experienced damage and/or collapse in past earthquakes, including the M 7.6 Izmit, Turkey (1999); M 7.7 Bhuj, India (2001); M 6.8 Boumerdes, Algeria (2003); and M 7.8 Gorkha, Nepal (2015). In most cases, RC buildings did not experience major structural damage but masonry infills experienced damage or failure.",
journal = "International Symposium on Durrës Earthquakes and Eurocodes",
title = "Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes"
}
Marinković M, Milićević I, Brzev S, Blagojević N. Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes. International Symposium on Durrës Earthquakes and Eurocodes. 2020;
Marinković, M., Milićević, I., Brzev, S.,& Blagojević, N. (2020). Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes.
International Symposium on Durrës Earthquakes and Eurocodes.
Marinković Marko, Milićević Ivan, Brzev Svetlana, Blagojević Nikola, "Performance of masonry infill walls in reinforced concrete frame buildings in recent earthquakes" (2020)
