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Pregled bibliografske jedinice broj: 1138238

Case-study of a typical residential building in the Lower town district of the city of Zagreb, Croatia


Uroš, Mario; Demšić, Marija; Šavor Novak, Marta; Atalić, Josip; Baniček, Maja
Case-study of a typical residential building in the Lower town district of the city of Zagreb, Croatia // 1st Croatian Conference on Earthquake Engineering - 1CroCEE / Lakušić, Stjepan ; Atalić, Josip (ur.).
Zagreb: University of Zagreb Faculty of Civil Engineering, 2021. str. 1545-1555 doi:10.5592/CO/1CroCEE.2021.270 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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Naslov
Case-study of a typical residential building in the Lower town district of the city of Zagreb, Croatia

Autori
Uroš, Mario ; Demšić, Marija ; Šavor Novak, Marta ; Atalić, Josip ; Baniček, Maja

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
1st Croatian Conference on Earthquake Engineering - 1CroCEE / Lakušić, Stjepan ; Atalić, Josip - Zagreb : University of Zagreb Faculty of Civil Engineering, 2021, 1545-1555

ISBN
978-953-8168-47-5

Skup
1st Croatian Conference on Earthquake Engineering - 1CroCEE

Mjesto i datum
Zagreb, 21-24.3.2021

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
unreinforced masonry, nonlinear modelling, pushover method, retrofitting measures

Sažetak
The paper presents a case-study of a typical residential building in the district Lower town in Zagreb historical center. The building is the representative example of unreinforced masonry buildings that were built at the end of nineteenth and at the beginning of twentieth century. Many buildings of this typology, as well as the case-study building, suffered moderate to severe damage due to ML5.5 earthquake that struck Zagreb in March 2020. Due to large number of these buildings, it is unrealistic to expect their quick replacement with new buildings or even higher investments in retrofitting to achieve the level of seismic performance prescribed by today’s standards. Therefore, the modifications were made to Croatian Technical Regulation for Building Structures concerning seismic requirements. Depending on the building use, a certain level of safety needs to be fulfilled. There are in total four levels and for the residential buildings, the regulations propose the so-called Level 2 seismic requirements. Results of numerical analyses based on the pushover method which are performed to obtain seismic capacity level that is validated with the proposed demand, are presented in this paper. The seismic capacity of the building is discussed and necessary strengthening measures for this building typology are recommended.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
HRZZ-UIP-2020-02-1128 - Novi modeli oštetljivosti tipičnih zgrada u urbanim područjima: primjene pri procjeni seizmičkog rizika i metodologiji ciljanih ojačanja (2BESAFE) (Uroš, Mario, HRZZ - 2020-02) ( POIROT)

Ustanove:
Građevinski fakultet, Zagreb

Profili:

Avatar Url Marija Demšić (autor)

Avatar Url Mario Uroš (autor)

Avatar Url Maja Baniček (autor)

Avatar Url Marta Šavor Novak (autor)

Avatar Url Josip Atalić (autor)

Poveznice na cjeloviti tekst rada:

doi crocee.grad.hr

Citiraj ovu publikaciju:

Uroš, Mario; Demšić, Marija; Šavor Novak, Marta; Atalić, Josip; Baniček, Maja
Case-study of a typical residential building in the Lower town district of the city of Zagreb, Croatia // 1st Croatian Conference on Earthquake Engineering - 1CroCEE / Lakušić, Stjepan ; Atalić, Josip (ur.).
Zagreb: University of Zagreb Faculty of Civil Engineering, 2021. str. 1545-1555 doi:10.5592/CO/1CroCEE.2021.270 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Uroš, M., Demšić, M., Šavor Novak, M., Atalić, J. & Baniček, M. (2021) Case-study of a typical residential building in the Lower town district of the city of Zagreb, Croatia. U: Lakušić, S. & Atalić, J. (ur.)1st Croatian Conference on Earthquake Engineering - 1CroCEE doi:10.5592/CO/1CroCEE.2021.270.
@article{article, year = {2021}, pages = {1545-1555}, DOI = {10.5592/CO/1CroCEE.2021.270}, keywords = {unreinforced masonry, nonlinear modelling, pushover method, retrofitting measures}, doi = {10.5592/CO/1CroCEE.2021.270}, isbn = {978-953-8168-47-5}, title = {Case-study of a typical residential building in the Lower town district of the city of Zagreb, Croatia}, keyword = {unreinforced masonry, nonlinear modelling, pushover method, retrofitting measures}, publisher = {University of Zagreb Faculty of Civil Engineering}, publisherplace = {Zagreb} }
@article{article, year = {2021}, pages = {1545-1555}, DOI = {10.5592/CO/1CroCEE.2021.270}, keywords = {unreinforced masonry, nonlinear modelling, pushover method, retrofitting measures}, doi = {10.5592/CO/1CroCEE.2021.270}, isbn = {978-953-8168-47-5}, title = {Case-study of a typical residential building in the Lower town district of the city of Zagreb, Croatia}, keyword = {unreinforced masonry, nonlinear modelling, pushover method, retrofitting measures}, publisher = {University of Zagreb Faculty of Civil Engineering}, publisherplace = {Zagreb} }

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