Identification of Building Envelope Characteristics to Reduce Vulnerability against Earthquakes and Meteorological Hazards

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The building envelope is particularly vulnerable to natural hazards, and it requires new solutions to combine the need for adaptation with the need to mitigate natural hazards. As global temperatures rise, extreme weather events become more frequent, and urban heat islands form, innovative solutions are crucial to mitigate damage and improve building performance. This article aims to identify characteristics of building envelope elements to reduce damage related to the effects of a set of natural hazards of interest, i.e., meteorological and seismic events. The article begins by identifying and quantifying the natural hazards that primarily affect building envelopes. It then examines the impact of these hazards on various envelope elements. The results are a list of performance-based interventions to reduce the vulnerability of envelope technical elements against the hazards of interest. This study offers preliminary results from a broader analysis aimed at quantifying risks to urban environments due to vulnerable building envelope elements. It calls for a reassessment of the typological and performance characteristics of building envelopes to better withstand natural hazards.

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113-118

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January 2025

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© 2025 Trans Tech Publications Ltd. All Rights Reserved

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[1] G. O'Reilly and G. Calvi: A seismic risk classification framework for non-structural elements. Bull. Earthquake Eng. 19:5471–5494 (2021)

DOI: 10.1007/s10518-021-01177-y

Google Scholar

[2] M. Papathoma-Köhle, A. Ghazanfari, R. Mariacher, W. Huber, T. Lücksmann and S. Fuchs: Vulnerability of Buildings to Meteorological Hazards: A Web-Based Application Using an Indicator-Based Approach. Appl. Sci. 13, 6253 (2023)

DOI: 10.3390/app13106253

Google Scholar

[3] European Commission. Directorate General for Climate Action: EU-level technical guidance on adapting buildings to climate change - best practice guidance. Publications Office of the European Union, Luxembourg (LU) (2023). Retrieved May 22nd, 2024 from https://data.europa.eu/doi/

Google Scholar

[4] R. Ramos, A. Silva, J. de Brito and P. Lima Gaspar: Methodology for the service life prediction of ceramic claddings in pitched roofs. Construction and Building Materials, 166 (2018), pp.386-399

DOI: 10.1016/j.conbuildmat.2018.01.111

Google Scholar

[5] C. Pereira, E. Hamadyk and A. Silva: Probabilistic analysis of the durability of architectural concrete surfaces. Applied Mathematical Modelling, 77 (2020), pp.199-215

DOI: 10.1016/j.apm.2019.07.031

Google Scholar

[6] C. Ferreira, J. Barrelas, A. Silva, J. de Brito, I. S. Dias and I. Flores-Colen: Impact of Environmental Exposure Conditions on the Maintenance of Facades' Claddings. Buildings 11(138) (2021)

DOI: 10.3390/buildings11040138

Google Scholar

[7] C. Hayles, M. Huddleston, P. Chinowsky and J. Helman: Quantifying the Effects of Projected Climate Change on the Durability and Service Life of Housing in Wales, UK. Buildings 12(184) (2022)

DOI: 10.3390/buildings12020184

Google Scholar

[8] Dipartimento della Protezione Civile, Presidenza del Consiglio dei Ministri: Che cos'è il rischio? Available at: https://www.protezionecivile.gov.it/it/approfondimento/che-cos---il-rischio-/

Google Scholar

[9] A. Fragomeli, A. Galasco, F. Graziotti, et al.: Performance of masonry buildings in the seismic sequence of Central Italy 2016 - Part 2: case studies of affected municipalities. In: Progettazione Sismica Vol. 8(3) (2017), pp.75-98.

Google Scholar

[10] A. De Sortis, G. Di Pasquale, M. Dolce, S. Gregolo, S. Papa and G. F. Rettore: Linee guida per la riduzione della vulnerabilità di elementi non strutturali arredi e impianti. Presidenza del Consiglio dei Ministri, Dipartimento della Protezione Civile, Roma (2009).

Google Scholar

[11] A. Masi, V. Manfredi, M. Vona, F. Braga and A. Salvatori: Prestazioni delle tamponature e tramezzature negli edifici in c.a.: implicazioni progettuali e costruttive alla luce dell'esperienza del terremoto dell'Abruzzo 2009. In: Progettazione Sismica Vol 3 (2010), pp.51-66.

Google Scholar

[12] E. A. Fierro, C. L. Perry and S. A. Freeman: Reducing the Risks of Nonstructural Earthquake Damage - A Practical Guide. Federal Emergency Management Agency (FEMA-74), September 1994.

Google Scholar

[13] D. Perrone, P. M. Calvi, R. Nascimbene, E. C. Fischer and G. Magliulo: Seismic performance of non‑structural elements during the 2016 Central Italy earthquake. Bull. Earthquake Eng. 17:5655-5677 (2018)

DOI: 10.1007/s10518-018-0361-5

Google Scholar

[14] Z. Ahmad, H. A. Ahmed, K. Shahzada and Y. Li: Vulnerability of Non-Structural Elements (NSEs) in Buildings and Their Life Cycle Assessment: A Review. Buildings 14(170) (2024)

DOI: 10.3390/buildings14010170

Google Scholar

[15] K. W. Riley and J. L. Heiman: Water and salt migration through a sandstone coping. Mat. Struct. 29(7) (1996), p.436–443

DOI: 10.1007/BF02485994

Google Scholar

[16] E. Matteuzzi: Umidità e infiltrazioni d'acqua: cause, diagnosi e rimedi. Accessible at https://www.teknoring.com/guide/guide-architettura/umidita-infiltrazioni-acqua-cause-diagnosi-rimedi/

Google Scholar

[17] S. Kim, D. Zirkelbach and H. M. Künzel: Wind-driven rain exposure on building envelopes taking into account frequency distribution and correlation with different wall orientations. Building and Environment, 209: 108665 (2022). https://doi.org/10.1016/j.buildenv. 2021.108665

DOI: 10.1016/j.buildenv.2021.108665

Google Scholar

[18] C. Jia, A. Wang, L. Zong et al.: Structural optimization and performance improvement of rock drill seals based on orthogonal test. J. Eng. Appl. Sci., 71:14 (2024)

DOI: 10.1186/s44147-023-00354-x

Google Scholar

[19] A. Mansourian, S. Shabani and K. Siamardi: Evaluation of fracture energy and durability properties of pavement concrete incorporating blends of durable and non-durable limestone Aggregates: RSM modelling and optimization. Theoretical and Applied Fracture Mechanics, 131: 104374 (2024)

DOI: 10.1016/j.tafmec.2024.104374

Google Scholar

[20] S. Kim, Y. Jeong, M. Kwon and J. Kim: Combined deterioration effects of freeze-thaw and corrosion on the cyclic flexural behaviour of RC beams. Journal of Building Engineering, 84(3): 108564 (2024)

DOI: 10.1016/j.jobe.2024.108564

Google Scholar

[21] B. P. Jelle: Accelerated climate ageing of building materials, components and structures in the laboratory. J Mater Sci., 47 (2012), p.6475–6496. https://doi.org/10.1007/ s10853-012-6349-7

DOI: 10.1007/s10853-012-6349-7

Google Scholar

[22] S. Kaewunruen, L. Wu, K. Goto and Y. Najih: Vulnerability of Structural Concrete to Extreme Climate Variances. Climate, 6(2): 40 (2018)

DOI: 10.3390/cli6020040

Google Scholar

[23] V. M. Joshima, M. A. Naseer and E. Lakshmi Prabha: Assessing the real-time thermal performance of reinforced cement concrete roof during summer- a study in the warm humid climate of Kerala. Journal of Building Engineering, 41:102735 (2012)

DOI: 10.1016/j.jobe.2021.102735

Google Scholar

[24] Y. Sun, T. Wu and Z. Cao: Wind vulnerability analysis of standing seam roof system with consideration of multistage performance levels. Thin-Walled Structures, 165:107942 (2021)

DOI: 10.1016/j.tws.2021.107942

Google Scholar

[25] J. Estephan, C. Feng, A. Gan Chowdhury, M. Chavez, A. Baskaran and M. Moravej: Characterization of wind-induced pressure on membrane roofs based on full-scale wind tunnel testing. Engineering Structures, 235:112101 (2021). https://doi.org/10.1016/j.engstruct. 2021.112101

DOI: 10.1016/j.engstruct.2021.112101

Google Scholar

[26] P. R. Sparks, S. D. Schiff and T. A. Reinhold: Wind damage to envelopes of houses and consequent insurance losses. Journal of Wind Engineering and Industrial Aerodynamics, 53(1-2) (1994), p.145–155

DOI: 10.1016/0167-6105(94)90023-X

Google Scholar

[27] D. J. Smith and F. J. Masters: A study of wind load interaction for roofing field tiles. In Proceedings of the 14th International Conference on Wind Engineering, Porto Alegre (Brazil) (2015).

Google Scholar