Despotaki, Venetia

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  • Despotaki, Venetia (2)
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Author's Bibliography

Model of seismic design lateral force levels for the existing reinforced concrete European building stock

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

(Springer, Dordrecht, 2021)

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 . .
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Exposure model for European seismic risk assessment

Crowley, Helen; Despotaki, Venetia; Rodrigues, Daniela; Silva, Vitor; Toma-Danila, Dragos; Riga, Evi; Karatzetzou, Anna; Fotopoulou, Stavroula; Žugić, Željko; Sousa, Luis; Ozcebe, Sevgi; Gamba, Paolo

(Sage Publications Inc, Thousand Oaks, 2020)

TY  - JOUR
AU  - Crowley, Helen
AU  - Despotaki, Venetia
AU  - Rodrigues, Daniela
AU  - Silva, Vitor
AU  - Toma-Danila, Dragos
AU  - Riga, Evi
AU  - Karatzetzou, Anna
AU  - Fotopoulou, Stavroula
AU  - Žugić, Željko
AU  - Sousa, Luis
AU  - Ozcebe, Sevgi
AU  - Gamba, Paolo
PY  - 2020
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/3367
AB  - Building exposure and vulnerability models for seismic risk assessment have been the focus of a number of European projects in recent years, but there has never been a concerted effort among the research community to produce a uniform European risk model. The European Commission's Horizon 2020 SERA project has a work package that is dedicated to that objective, through the development of an exposure model, an associated set of fragility/vulnerability models, and a database of socioeconomic indicators in order to calculate probabilistic integrated seismic risk at a European scale. This article provides details of the development of the first versions of the European exposure model that describe the distribution of the main residential, industrial and commercial building classes across all countries in Europe, as well as their occupants and replacement costs. The v0.1 of the European exposure model has been integrated within the Global Earthquake Model's global exposure and risk maps. Preliminary analyses using the model show that almost 35% of the residential population in Europe is exposed to a 475-year return period peak ground acceleration (PGA) hazard of at least 0.1 g, thus highlighting the importance of European seismic risk modeling and mitigation.
PB  - Sage Publications Inc, Thousand Oaks
T2  - Earthquake Spectra
T1  - Exposure model for European seismic risk assessment
EP  - 273
IS  - 1_SUPPL
SP  - 252
VL  - 36
DO  - 10.1177/8755293020919429
ER  - 
@article{
author = "Crowley, Helen and Despotaki, Venetia and Rodrigues, Daniela and Silva, Vitor and Toma-Danila, Dragos and Riga, Evi and Karatzetzou, Anna and Fotopoulou, Stavroula and Žugić, Željko and Sousa, Luis and Ozcebe, Sevgi and Gamba, Paolo",
year = "2020",
abstract = "Building exposure and vulnerability models for seismic risk assessment have been the focus of a number of European projects in recent years, but there has never been a concerted effort among the research community to produce a uniform European risk model. The European Commission's Horizon 2020 SERA project has a work package that is dedicated to that objective, through the development of an exposure model, an associated set of fragility/vulnerability models, and a database of socioeconomic indicators in order to calculate probabilistic integrated seismic risk at a European scale. This article provides details of the development of the first versions of the European exposure model that describe the distribution of the main residential, industrial and commercial building classes across all countries in Europe, as well as their occupants and replacement costs. The v0.1 of the European exposure model has been integrated within the Global Earthquake Model's global exposure and risk maps. Preliminary analyses using the model show that almost 35% of the residential population in Europe is exposed to a 475-year return period peak ground acceleration (PGA) hazard of at least 0.1 g, thus highlighting the importance of European seismic risk modeling and mitigation.",
publisher = "Sage Publications Inc, Thousand Oaks",
journal = "Earthquake Spectra",
title = "Exposure model for European seismic risk assessment",
pages = "273-252",
number = "1_SUPPL",
volume = "36",
doi = "10.1177/8755293020919429"
}
Crowley, H., Despotaki, V., Rodrigues, D., Silva, V., Toma-Danila, D., Riga, E., Karatzetzou, A., Fotopoulou, S., Žugić, Ž., Sousa, L., Ozcebe, S.,& Gamba, P.. (2020). Exposure model for European seismic risk assessment. in Earthquake Spectra
Sage Publications Inc, Thousand Oaks., 36(1_SUPPL), 252-273.
https://doi.org/10.1177/8755293020919429
Crowley H, Despotaki V, Rodrigues D, Silva V, Toma-Danila D, Riga E, Karatzetzou A, Fotopoulou S, Žugić Ž, Sousa L, Ozcebe S, Gamba P. Exposure model for European seismic risk assessment. in Earthquake Spectra. 2020;36(1_SUPPL):252-273.
doi:10.1177/8755293020919429 .
Crowley, Helen, Despotaki, Venetia, Rodrigues, Daniela, Silva, Vitor, Toma-Danila, Dragos, Riga, Evi, Karatzetzou, Anna, Fotopoulou, Stavroula, Žugić, Željko, Sousa, Luis, Ozcebe, Sevgi, Gamba, Paolo, "Exposure model for European seismic risk assessment" in Earthquake Spectra, 36, no. 1_SUPPL (2020):252-273,
https://doi.org/10.1177/8755293020919429 . .
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