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dc.contributor.authorMohammadi, Mohsen
dc.contributor.authorFujimi, Toshio
dc.date.accessioned2022-08-02T08:11:37Z
dc.date.available2022-08-02T08:11:37Z
dc.date.issued2021
dc.identifier.citationMohammadi, M. & Fujimi, T. 2021. Impact of retrofitting work on vulnerability reduction of local buildings in Kabul, Afghanistan. Jamba: Journal of disaster risk studies. 13(1):1-13. [http://www.jamba.org.za/index.php/jamba]en_US
dc.identifier.issn1996-1421
dc.identifier.issn2072-845X (Online)
dc.identifier.urihttp://hdl.handle.net/10394/39684
dc.identifier.urihttps://doi.org/10.4102/jamba.v13i1.1062
dc.description.abstractRapid urbanisation of Afghan cities without proper construction regulation has exposed their population to a high risk of damage from disasters such as earthquakes. With the growing construction of local non-engineered buildings and an existing level of hazard of 0.8 g, a high risk of casualties and building damage threatens Kabul in the event of a disaster. This study reports and evaluates a recent retrofitting project in Kabul City by ‘Project for City Resilience’, carried out under the supervision of the United Nation Human Settlements Program (UN-Habitat) for 48 retrofitted sun-dried clay brick masonry buildings in Kabul. The project was executed by local masons and welders who were trained as a part of the project, and the main tasks included installation of an additional steel frame, additional reinforced concrete foundation ring, ceiling replacement and wall strengthening (via mesh and plaster). After a visual assessment of retrofitted buildings considering the original retrofitting design and actual work done, a vulnerability index for retrofitted buildings was developed based on a behaviour modifier factor, which was assigned to each retrofitting activity using a combination of values and a proportion of scores for each retrofitting activity. The results indicate that training of local masons and welders to undertake retrofitting activities could decrease the damage ratio by 15% – 20% for peak ground acceleration values of 0.3 g and higher. The methods mentioned in this study can be used to make existing sun-dried clay brick masonry buildings sufficiently resistant to earthquakes of moderate-tosevere intensity.en_US
dc.language.isoenen_US
dc.publisherOASISen_US
dc.subjectRetrofittingen_US
dc.subjectNon-engineered buildingsen_US
dc.subjectTrainingen_US
dc.subjectLocal masonsen_US
dc.subjectKabulen_US
dc.subjectDamage ratioen_US
dc.subjectBehaviour modifier factoren_US
dc.subjectVulnerability indexen_US
dc.titleImpact of retrofitting work on vulnerability reduction of local buildings in Kabul, Afghanistanen_US
dc.typeArticleen_US


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