Indicator-Based Assessment of Seismic Vulnerability Factors in Spanish Colonial Heritage Churches in Bohol, Philippines

Authors

  • Reymarvelos Oros MSU-Iligan Institute of Technology Author
  • Joel Opon MSU-Iligan Institute of Technology Author

DOI:

https://doi.org/10.52751/cmujs.2025.v29.i2.y4r2qq65

Keywords:

seismic vulnerability, heritage churches, unreinforced masonry, indicator-based assessment, cultural heritage conservation

Abstract

This study evaluates the seismic vulnerability of three 19th-century Spanish colonial heritage churches in Bohol, Philippines—Santa Monica (Alburquerque), San Nicolas de Tolentino (Dimiao), and San Agustin (Panglao)—which serve as notable examples of unreinforced masonry construction that endured the 2013 Bohol earthquake. A proxy indicator-based approach was employed to quantify key parameters influencing seismic behavior, including wall slenderness, plan regularity, buttress adequacy, and belltower rigidity. Statistical analyses, such as mean, standard deviation, and coefficient of variation, were used to examine variability among indicators and identify those contributing most to seismic susceptibility. The results demonstrate the applicability of indicator-based methods for assessing heritage structures where detailed geometric and material data are unavailable. Differences in wall proportions, connections, and architectural configurations reveal variations in historical construction practices and their implications for lateral load resistance. This indicator-based approach offers an efficient means of characterizing the seismic vulnerability of unreinforced masonry heritage buildings using measurable parameters. Overall, the findings provide a methodological basis for informed heritage conservation, risk reduction, and structural assessment, contributing to a broader understanding of how architectural form and construction typology affect the seismic resilience of Spanish colonial churches in the Philippines.

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References

de Felice, G., Fugger, R., & Gobbin, F. (2021). Overturning of the façade in single-nave churches under seismic loading. Bulletin of Earthquake Engineering, 20(2), 941–962. https://doi.org/10.1007/s10518-021-01243-5

Işık, E., Avcil, F., Büyüksaraç, A., İzol, R., Hakan Arslan, M., Aksoylu, C., Harirchian, E., Eyisüren, O., Arkan, E., Şakir Güngür, M., Günay, M., & Ulutaş, H. (2023). Structural damages in masonry buildings in Adıyaman during the Kahramanmaraş (Turkiye) earthquakes (Mw 7.7 and Mw 7.6) on 06 February 2023. Engineering Failure Analysis, 151, 107405. https://doi.org/10.1016/j.engfailanal.2023.107405

Kilic, G. (2023). Assessment of historic buildings after an earthquake using various advanced techniques. Structures, 50, 538–560. https://doi.org/10.1016/j.istruc.2023.02.033

Naguit, M., Cummins, P., Edwards, M., Ghasemi, H., Bautista, B., Ryu, H., & Haynes, M. (2017). From Source to Building Fragility: Post-Event Assessment of the 2013 M7.1 Bohol, Philippines, Earthquake. Earthquake Spectra, 33(3), 999–1027. https://doi.org/10.1193/0101716eqs173m

J.M. Rimando, M.A. Aurelio, J.D.B. Dianala, K.J.L. Taguibao, K.M.C. Agustin, A.E.G. Berador, A.A. Vasquez, Coseismic Ground Rupture of the 15 October 2013 Magnitude ( M W ) 7.2 Bohol Earthquake, Bohol Island, Central Philippines, Tectonics. 38 (2019) 2558–2580.

R. Atando, F. Moncada, J. Perez, S.A. Magbanua, H.R. Espeja, M. Pacamana-Dolina, N. Evangelista, J.A. Molas, Ma.M. Martinez-Villegas, Survivors’ narratives of earthquake hazards in central Philippines since the 1940s: input to a more responsive policymaking, International Journal of Disaster Risk Reduction. 122 (2025) 1-20.

Ferreira, T. M., Maio, R., & Vicente, R. (2016). Seismic vulnerability assessment of the old city centre of Horta, Azores: calibration and application of a seismic vulnerability index method. Bulletin of Earthquake Engineering, 15(7), 2879–2899. https://doi.org/10.1007/s10518-016-0071-9

Chieffo, N., & Formisano, A. (2019). The Influence of Geo-Hazard Effects on the Physical Vulnerability Assessment of the Built Heritage: An Application in a District of Naples. Buildings, 9(1), 26. https://doi.org/10.3390/buildings9010026

Nikolić, Ž., Runjić, L., Ostojić Škomrlj, N., & Benvenuti, E. (2021). Seismic Vulnerability Assessment of Historical Masonry Buildings in Croatian Coastal Area. Applied Sciences, 11(13), 5997. https://doi.org/10.3390/app11135997

Formisano, A., Chieffo, N., Asteris, P. G., & Lourenço, P. B. (2023). Seismic risk scenario for the historical centre of castelpoto in Southern Italy. Earthquake Engineering & Structural Dynamics (Print), 52(9), 2639–2657. https://doi.org/10.1002/eqe.3887

Shakya, M., Varum, H., Vicente, R., & Costa, A. (2018). Seismic vulnerability assessment methodology for slender masonry structures. International Journal of Architectural Heritage, 12(7-8), 1297–1326. https://doi.org/10.1080/15583058.2018.1503368

D’Amato, M., Gigliotti, R., & Laguardia, R. (2019). Comparative Seismic Assessment of Ancient Masonry Churches. Frontiers in Built Environment, 5. https://doi.org/10.3389/fbuil.2019.00056

Garciano, L. E., Campado, D. C., Castillo, N. A., Odiamar, M. G., & Tongco, M. (2019). Assessment of strength parameters of URM blocks in heritage structures in the Philippines. International Journal of GEOMATE, 17(61). https://doi.org/10.21660/2019.61.4683

Philippine News Agency website: https://www.pna.gov.ph/articles/1118685/ (accessed 25.05.08).

Chieffo, N., Formisano, A., & Lourenço, P. B. (2023). Seismic vulnerability procedures for historical masonry structural aggregates: Analysis of the historical centre of Castelpoto (South Italy). Structures, 48, 852–866. https://doi.org/10.1016/j.istruc.2023.01.022

Ferreira, T. M., Vicente, R., Mendes da Silva, J. A. R., Varum, H., & Costa, A. (2013). Seismic vulnerability assessment of historical urban centres: case study of the old city centre in Seixal, Portugal. Bulletin of Earthquake Engineering, 11(5), 1753–1773. https://doi.org/10.1007/s10518-013-9447-2

Betti, M., Bonora, V., Galano, L., Pellis, E., Tucci, G., & Vignoli, A. (2021). An Integrated Geometric and Material Survey for the Conservation of Heritage Masonry Structures. Heritage, 4(2), 585–611. https://doi.org/10.3390/heritage4020035

Lourenço, P. B., Oliveira, D. V., Leite, J. C., Ingham, J. M., Modena, C., & da Porto, F. (2013). Simplified for the seismic assessment of masonry buildings: International database and validation. Engineering Failure Analysis, 34, 585–605. https://doi.org/10.1016/j.engfailanal.2013.02.014

Salzano, P., Casapulla, C., Ceroni, F., & Prota, A. (2020). Seismic Vulnerability and Simplified Safety Assessments of Masonry Churches in the Ischia Island (Italy) after the 2017 Earthquake. International Journal of Architectural Heritage, 16(1), 136–162. https://doi.org/10.1080/15583058.2020.1759732

American Society of Civil Engineers. (2022). ASCE 7-22: Minimum design loads and associated criteria for buildings and other structures.

P.D. Gkournelos, T.C. Triantafillou, D.A. Bournas, Seismic upgrading of existing masonry structures: A state-of-the-art review, Soil Dynamics and Earthquake Engineering. 161 (2022) 1-17.

A. Keshmiry, S. Hassani, U. Dackermann, J. Li, Assessment, repair, and retrofitting of masonry structures: A comprehensive review, Construction and Building Materials. 442 (2024) 137380–137380.

Aguado, J. M., Ferreira, T. M., & Lourenço, P. B. (2018). The Use of a Large-Scale Seismic Vulnerability Assessment Approach for Masonry Façade Walls as an Effective Tool for Evaluating, Managing and Mitigating Seismic Risk in Historical Centers. International Journal of Architectural Heritage, 12(7-8), 1259–1275. https://doi.org/10.1080/15583058.2018.1503366

Schmidt, R. J., & Miller, J. F. (2012). Considerations for Design of Rafters in Timber Buildings. Practice Periodical on Structural Design and Construction, 17(3), 127–132. https://doi.org/10.1061/(asce)sc.1943-5576.0000127

Brandonisio, G., Angelillo, M., & De Luca, A. (2020). Seismic capacity of buttressed masonry arches. Engineering Structures, 215, 110661. https://doi.org/10.1016/j.engstruct.2020.110661

Huerta, S. (2010). The safety of masonry buttresses. Proceedings of the Institution of Civil Engineers, 163(1), 3–24. https://doi.org/10.1680/ehah.2010.163.1.3

Izol, R., Gürel, M., Almila, H., Buyuktaskin, A., & Almila, A. (2022). Investigation of the effectiveness of nature-inspired buttress forms in supporting masonry structures. Journal of the Croatian Association of Civil Engineers, 74(07), 573–586. https://doi.org/10.14256/jce.3415.2021

De Stefani, L., Scotta, R., Lazzari, M., & Saetta, A. (2013). Seismic improvement of slender masonry tower by using hysteretic devices and partial prestressing technique. Bulletin of Earthquake Engineering, 12(2), 829–853. https://doi.org/10.1007/s10518-013-9532-6

Foraboschi, P. (2025). Structural safety assessment and strengthening methods for masonry towers. Case Studies in Construction Materials, 22, e04658. https://doi.org/10.1016/j.cscm.2025.e04658

Valente, M. (2021). Seismic vulnerability assessment and earthquake response of slender historical masonry bell towers in South-East Lombardia. Engineering Failure Analysis, 129, 105656. https://doi.org/10.1016/j.engfailanal.2021.105656

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Published

2026-01-13

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Section

Research Articles

How to Cite

Oros, R., & Opon, J. (2026). Indicator-Based Assessment of Seismic Vulnerability Factors in Spanish Colonial Heritage Churches in Bohol, Philippines. CMU Journal of Science, 29(2), 84-96. https://doi.org/10.52751/cmujs.2025.v29.i2.y4r2qq65

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