TY  - JOUR
AU  - Crowley, Helen
AU  - Despotaki, Venetia
AU  - Silva, Vitor
AU  - Dabbeek, Jamal
AU  - Romao, Xavier
AU  - Pereira, Nuno
AU  - Castro, Jose Miguel
AU  - Daniell, James
AU  - Veliu, Enes
AU  - Bilgin, Huseyin
AU  - Adam, Christoph
AU  - Deyanova, Manya
AU  - Ademović, Naida
AU  - Atalić, Josip
AU  - Riga, Evi
AU  - Karatzetzou, Anna
AU  - Bessason, Bjarni
AU  - Shendova, Veronika
AU  - Tiganescu, Alexandru
AU  - Toma-Danila, Dragos
AU  - Žugić, Željko
AU  - Akkar, Sinan
AU  - Hancilar, Ufuk
PY  - 2021
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3624
AB  - As part of the development of a European Seismic Risk Model 2020 (ESRM20), the spatial and temporal evolution of seismic design across Europe has been studied in order to better classify reinforced concrete buildings (which represent more than 30% of the approximately 145 million residential, commercial and industrial buildings in Europe) and map them to vulnerability models based on simulated seismic design. This paper summarises the model that has been developed to assign the years when different seismic design levels (low code, moderate code and high code) were introduced in a number of European countries and the associated lateral forces that were specified spatially within each country for the low and moderate codes for typical reinforced concrete mid-rise buildings. This process has led to an improved understanding of how design regulations evolved across Europe and how this has impacted the vulnerability of the European residential building stock. The model estimates that similar to 60% of the reinforced concrete buildings in Europe have been seismically designed, and of those buildings similar to 60% have been designed to low code, similar to 25% to moderate code and 15% to high code. This seismic design model aims at being a dynamic source of information that will be continuously updated with additional feedback from local experts and datasets. To this end, all of the data has been made openly available as shapefiles on a GitLab repository.
PB  - Springer, Dordrecht
T2  - Bulletin of Earthquake Engineering
T1  - Model of seismic design lateral force levels for the existing reinforced concrete European building stock
EP  - 2865
IS  - 7
SP  - 2839
VL  - 19
DO  - 10.1007/s10518-021-01083-3
ER  - 

@article{
author = "Crowley, Helen and Despotaki, Venetia and Silva, Vitor and Dabbeek, Jamal and Romao, Xavier and Pereira, Nuno and Castro, Jose Miguel and Daniell, James and Veliu, Enes and Bilgin, Huseyin and Adam, Christoph and Deyanova, Manya and Ademović, Naida and Atalić, Josip and Riga, Evi and Karatzetzou, Anna and Bessason, Bjarni and Shendova, Veronika and Tiganescu, Alexandru and Toma-Danila, Dragos and Žugić, Željko and Akkar, Sinan and Hancilar, Ufuk",
year = "2021",
abstract = "As part of the development of a European Seismic Risk Model 2020 (ESRM20), the spatial and temporal evolution of seismic design across Europe has been studied in order to better classify reinforced concrete buildings (which represent more than 30% of the approximately 145 million residential, commercial and industrial buildings in Europe) and map them to vulnerability models based on simulated seismic design. This paper summarises the model that has been developed to assign the years when different seismic design levels (low code, moderate code and high code) were introduced in a number of European countries and the associated lateral forces that were specified spatially within each country for the low and moderate codes for typical reinforced concrete mid-rise buildings. This process has led to an improved understanding of how design regulations evolved across Europe and how this has impacted the vulnerability of the European residential building stock. The model estimates that similar to 60% of the reinforced concrete buildings in Europe have been seismically designed, and of those buildings similar to 60% have been designed to low code, similar to 25% to moderate code and 15% to high code. This seismic design model aims at being a dynamic source of information that will be continuously updated with additional feedback from local experts and datasets. To this end, all of the data has been made openly available as shapefiles on a GitLab repository.",
publisher = "Springer, Dordrecht",
journal = "Bulletin of Earthquake Engineering",
title = "Model of seismic design lateral force levels for the existing reinforced concrete European building stock",
pages = "2865-2839",
number = "7",
volume = "19",
doi = "10.1007/s10518-021-01083-3"
}

Crowley, H., Despotaki, V., Silva, V., Dabbeek, J., Romao, X., Pereira, N., Castro, J. M., Daniell, J., Veliu, E., Bilgin, H., Adam, C., Deyanova, M., Ademović, N., Atalić, J., Riga, E., Karatzetzou, A., Bessason, B., Shendova, V., Tiganescu, A., Toma-Danila, D., Žugić, Ž., Akkar, S.,& Hancilar, U.. (2021). Model of seismic design lateral force levels for the existing reinforced concrete European building stock. in Bulletin of Earthquake Engineering
Springer, Dordrecht., 19(7), 2839-2865.
https://doi.org/10.1007/s10518-021-01083-3

Crowley H, Despotaki V, Silva V, Dabbeek J, Romao X, Pereira N, Castro JM, Daniell J, Veliu E, Bilgin H, Adam C, Deyanova M, Ademović N, Atalić J, Riga E, Karatzetzou A, Bessason B, Shendova V, Tiganescu A, Toma-Danila D, Žugić Ž, Akkar S, Hancilar U. Model of seismic design lateral force levels for the existing reinforced concrete European building stock. in Bulletin of Earthquake Engineering. 2021;19(7):2839-2865.
doi:10.1007/s10518-021-01083-3 .

Crowley, Helen, Despotaki, Venetia, Silva, Vitor, Dabbeek, Jamal, Romao, Xavier, Pereira, Nuno, Castro, Jose Miguel, Daniell, James, Veliu, Enes, Bilgin, Huseyin, Adam, Christoph, Deyanova, Manya, Ademović, Naida, Atalić, Josip, Riga, Evi, Karatzetzou, Anna, Bessason, Bjarni, Shendova, Veronika, Tiganescu, Alexandru, Toma-Danila, Dragos, Žugić, Željko, Akkar, Sinan, Hancilar, Ufuk, "Model of seismic design lateral force levels for the existing reinforced concrete European building stock" in Bulletin of Earthquake Engineering, 19, no. 7 (2021):2839-2865,
https://doi.org/10.1007/s10518-021-01083-3 . .