A parametric pushover curve and fragility model for retrofitted masonry buildings

Fazarinc, Neja (avtor), Dolšek, Matjaž (avtor)

A significant part of the European building stock is outdated and seismically vulnerable, particularly in earthquake-prone regions such as Slovenia. Masonry buildings, which make up approximately 65% of Slovenia’s building stock, are especially at risk. To better understand how retrofitting can reduce seismic vulnerability, this study introduces a parametric pushover curve (PPC) and fragility model for retrofitted masonry buildings. The PPC model relies on a set of parameters for both existing and retrofitted masonry buildings, providing a tri-linear pushover curve. It can be used to plan retrofitting measures such as mortar grouting/repointing, jacketing, or reinforced jacketing combined with vertical ties. While the introduced model is relatively general, its applicability throughout Europe depends on the level of detail used in assessing the model’s input parameters, which are influenced by construction practices across different regions and time periods. In this study, the parameters were assessed based on construction and retrofitting practices in Slovenia, assuming limited knowledge of the building structure, which relies on building-specific data from the public real estate register. This approach enabled the assessment of seismic retrofitting impacts on several thousand masonry buildings. The estimated parametric pushover curves indicate that retrofitted buildings exhibit greater seismic resistance, as reflected in damage-state peak ground acceleration values, with improvements varying by retrofit method and construction period. Repointing/grouting and jacketing provide moderate enhancements, while reinforced concrete jacketing and vertical ties offer the most significant improvements, particularly in preventing collapse-level damage states. Additionally, the model enables the definition of fragility curves at the building class level, including estimates of the standard deviation of the logarithmic values of damage-state peak ground accelerations. A slight decrease in this standard deviation was observed in retrofitted buildings, particularly in multi-storey structures.

• Jezik: Angleški jezik
• Ključne besede: civil engineering, parametric pushover curve model, masonry buildings, building retrofitting, seismic fragility model, building stock
• Vrsta gradiva: Članek v reviji
• Tipologija: 1.01 - Izvirni znanstveni članek
• Organizacija: FGG - Fakulteta za gradbeništvo in geodezijo
• Status publikacije: Objavljeno
• Različica publikacije: Objavljena publikacija
• Leto izida: 2025
• Št. strani: Str. 5665-5694
• Številčenje: Vol. 23, iss. 13
• PID: 20.500.12556/RUL-181063
• UDK: 624.07:699.8
• ISSN pri članku: 1573-1456
• DOI: 10.1007/s10518-025-02254-2
• COBISS.SI-ID: 270137091
• Datum objave v RUL: 24.03.2026

Gradivo je del revije

• Naslov: Bulletin of earthquake engineering
• Založnik: Springer Nature
• ISSN: 1573-1456
• COBISS.SI-ID: 513131033

Licence

• Licenca: CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
• Povezava: http://creativecommons.org/licenses/by/4.0/deed.sl
• Opis: To je standardna licenca Creative Commons, ki daje uporabnikom največ možnosti za nadaljnjo uporabo dela, pri čemer morajo navesti avtorja.

Sekundarni jezik

• Jezik: Slovenski jezik
• Ključne besede: gradbeništvo, potresno inženirstvo, gradbene konstrukcije, parametrični model potisne krivulje, zidane stavbe, utrditev stavb, model potresne ranljivosti, stavbni fond

Projekti

• Financer: ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
• Številka projekta: P2-0185
• Naslov: Potresno inženirstvo