Chapter
Mar 7, 2022

An Optimal Resource Allocation Strategy for Retrofitting Unreinforced Masonry Buildings in the Pre-Disaster Stage

Publication: Construction Research Congress 2022

ABSTRACT

Masonry structures have been widely used around the world because of their low cost and simplicity of construction. In particular, unreinforced masonry (URM) structures represent a high percentage of the residential building stock in the central and eastern United States. Unfortunately, many URM buildings are brittle and have a severe failure mode under seismic loads. Although it is urgent to retrofit the existing housing stock, resources are limited, and it is not practical to retrofit all URM buildings in one area. This study aims to examine the proof of concept of optimal resource allocation for retrofitting URM structures based on variables that directly influence damage costs, such as the priority of the building, size of the building, and cost constraints. To this end, a novel model based on the Conditional Value at Risk (CVaR) was developed through a genetic algorithm and validated under three CVAR scenarios. The findings revealed that this model could be used to prioritize buildings such as hospitals and schools based on importance and vulnerabilities. This research should help the decision-makers optimally allocate money to retrofit buildings in a disaster-prone area before the next earthquake occurs.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Abrams, D., Smith, T., Lynch, J., and Franklin, S. (2007). “Effectiveness of rehabilitation on seismic behavior of masonry piers.” Journal of Structural Engineering, American Society of Civil Engineers (ASCE), 133(1), 32–43.
Altay, G., Deodatis, G., Franco, G., Gülkan, P., Kunreuther, H., Luş, H., Mete, E., Seeber, N., Smyth, A., Professor, A., and Yüzügüllü, Ö. (2002). “Benefit-Cost Analysis for Earthquake Mitigation: Evaluating Measures for Apartment Houses in Turkey.” Proceedings of 2nd Annual IIASA-DPRI Meeting, International Institute for Advanced Systems Analysis.
Bean, J. C. (1994). “Genetic Algorithms and Random Keys for Sequencing and Optimization.” ORSA Journal on Computing, Institute for Operations Research and the Management Sciences (INFORMS), 6(2), 154–160.
Bernknopf, R. L., Dinitz, L. B., Rabinovici, S. J. M., and Evans, A. M. (2001). “A portfolio approach to evaluating natural hazard mitigation policies: An Application to lateral-spread ground failure in Coastal California.” International Geology Review, 43(5), 424–440.
Bhattacharya, S., Nayak, S., and Dutta, S. C. (2014). “A critical review of retrofitting methods for unreinforced masonry structures.” International Journal of Disaster Risk Reduction, Elsevier, 7, 51–67.
Bruneau, M. (1994). “StateoftheArt Report on Seismic Performance of Unreinforced Masonry Buildings.” Journal of Structural Engineering, American Society of Civil Engineers, 120(1), 230–251.
Costa-Carrapiço, I., Raslan, R., and González, J. N. (2020). “A systematic review of genetic algorithm-based multi-objective optimisation for building retrofitting strategies towards energy efficiency.” Energy and Buildings, Elsevier, 210, 109690.
DoC- DAHP. (2018). Washington Unreinforced Masonry Building Inventory.
Dodo, A., Xu, N., Davidson, R. A., and Nozick, L. K. (2005). “Optimizing Regional Earthquake Mitigation Investment Strategies:” SAGE PublicationsSage UK: London, England, 21(2), 305–327.
Elgawady, M., Lestuzzi, P., and Badoux, M. (2004). “A Review of Coventional Seismic Retrofitting Techniques for URM.
Ermolieva, T. Y., Fischer, G., and Obersteiner, M. (2003). “Integrated Modeling of Spatial and Temporal Heterogeneities and Decisions Induced by Catastrophic Events.”.
Lissel, S. L., Shrive, N. G., and Gilliland, J. (2011). “Design of carbon fibre reinforced polymer post-tensioned masonry diaphragm retaining walls.” Canadian Journal of Civil Engineering, NRC Research Press Ottawa, Canada, 32(3), 579–594.
Mahsuli, M., and Haukaas, T. (2013). “Seismic risk analysis with reliability methods, part I: Models.” Structural Safety, Elsevier, 42, 54–62.
NDC. (2019). Funding URM Retrofits.
Opricovic, S., and Tzeng, G.-H. (2002). “Multicriteria Planning of Post-Earthquake Sustainable Reconstruction.” Computer-Aided Civil and Infrastructure Engineering, John Wiley & Sons, Ltd, 17(3), 211–220.
Park, J., Towashiraporn, P., Craig, J. I., and Goodno, B. J. (2009). “Seismic fragility analysis of low-rise unreinforced masonry structures.” Engineering Structures, Elsevier, 31(1), 125–137.
Paxton, B., Turner, F., Elwood, K., and Ingham, J. M. (2015). “URM bearing wall building seismic risk mitigation on the west coast of the United States.” Bulletin of the New Zealand Society for Earthquake Engineering, New Zealand Society for Earthquake Engineering, 48(1), 31–40.
Region, F. (2021). “Wasatch Front Unreinforced Masonry Risk Reduction Strategy.”
Salonikios, T., Karakostas, C., Lekidis, V., and Anthoine, A. (2003). “Comparative inelastic pushover analysis of masonry frames.” Engineering Structures, Elsevier BV, 25(12), 1515–1523.
SehuJler, M. P., Atkinson, R., and BorgsrniJler, J. T. (2015). “Injection Grouting for Repair and Retrofit of Unreinforced Masonry.
Spence, R. (2007). “Saving lives in earthquakes: successes and failures in seismic protection since 1960.” Bulletin of Earthquake Engineering 2007 5:2, Springer, 5(2), 139–251.
Talebiyan, H., and Mahsuli, M. (2017). “Risk-Based Prioritization of a Building Portfolio for Retrofit.” Journal of Structural Engineering, American Society of Civil Engineers, 144(1), 04017181.

Information & Authors

Information

Published In

Go to Construction Research Congress 2022
Construction Research Congress 2022
Pages: 1077 - 1085

History

Published online: Mar 7, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Mohammad Sadra Fardhosseini [email protected]
1Dept. of Construction Management, Univ. of Washington, Seattle, WA. Email: [email protected]
2Dept. of Architectural Engineering, Pennsylvania State Univ., University Park, PA. Email: [email protected]
Mahmoud Habibnezhad [email protected]
3Dept. of Architectural Engineering, Pennsylvania State Univ., University Park, PA. Email: [email protected]
Houtan Jebelli [email protected]
4Dept. of Architectural Engineering, Pennsylvania State Univ., University Park, PA. Email: [email protected]
Hyun Woo Lee [email protected]
5Dept. of Construction Management, Univ. of Washington, Seattle, WA. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$288.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$288.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share