Seismic Strengthening of the Mirogoj Mortuary After the 2020 Zagreb Earthquake: 3Muri Macro-Model Assessment

The historic mortuary at Zagreb’s Mirogoj Cemetery, built in 1886, sustained moderate damage during the 2020 Mw 5.3 earthquake. Aiming to preserve heritage value while meeting Croatia’s Level 4 seismic safety requirements, the structure was assessed using in situ and laboratory tests followed by macro-element modeling with 3Muri software. The study evaluated four scenarios: (A) post-earthquake damaged state, (B) reinforcement with new masonry and RC walls, (C) partial fiber-reinforced cementitious matrix (FRCM) plastering, and (D) systematic FRCM plastering. Results show that Case B improved Ultimate Limit State (ULS) scaling factors from 0.64/0.56 to 0.92/0.90 (X/Y), while Case D raised them to 1.03/1.17, satisfying Eurocode 8 and national renovation criteria. Systematic FRCM application improved story shear capacity by up to 57% and shifted failure modes from brittle shear to ductile rocking. Partial plastering proved insufficient, highlighting the need for comprehensive global retrofitting. While the solution is minimally invasive and reversible, uncertainties remain regarding long-term durability and out-of-plane performance. This hybrid retrofitting strategy offers a replicable model for heritage masonry buildings in seismically active regions.

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Publication Details

Journal
Buildings
Published
2025-09-15
DOI
https://doi.org/10.3390/buildings15183334
Primary Topic
Masonry and Concrete Structural Analysis
Type
article
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article

Seismic Strengthening of the Mirogoj Mortuary After the 2020 Zagreb Earthquake: 3Muri Macro-Model Assessment

Barbara Vodopivec, Roko Žarnić
Buildings
Masonry and Concrete Structural Analysis
article

Seismic Strengthening of the Mirogoj Mortuary After the 2020 Zagreb Earthquake: 3Muri Macro-Model Assessment

Barbara Vodopivec, Roko Žarnić
article en

Abstract

The historic mortuary at Zagreb’s Mirogoj Cemetery, built in 1886, sustained moderate damage during the 2020 Mw 5.3 earthquake. Aiming to preserve heritage value while meeting Croatia’s Level 4 seismic safety requirements, the structure was assessed using in situ and laboratory tests followed by macro-element modeling with 3Muri software. The study evaluated four scenarios: (A) post-earthquake damaged state, (B) reinforcement with new masonry and RC walls, (C) partial fiber-reinforced cementitious matrix (FRCM) plastering, and (D) systematic FRCM plastering. Results show that Case B improved Ultimate Limit State (ULS) scaling factors from 0.64/0.56 to 0.92/0.90 (X/Y), while Case D raised them to 1.03/1.17, satisfying Eurocode 8 and national renovation criteria. Systematic FRCM application improved story shear capacity by up to 57% and shifted failure modes from brittle shear to ductile rocking. Partial plastering proved insufficient, highlighting the need for comprehensive global retrofitting. While the solution is minimally invasive and reversible, uncertainties remain regarding long-term durability and out-of-plane performance. This hybrid retrofitting strategy offers a replicable model for heritage masonry buildings in seismically active regions.

BuildingsVol. 15(18)
Slovenian Academy of Sciences and Arts (SI), Association for the Development of Earthquake Prediction (JP), Research Centre of the Slovenian Academy of Sciences and Arts
Openalex Percentile: Top 74%
Masonry and Concrete Structural Analysis
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