dc.contributor.author | Mohammadi, Mohsen | |
dc.contributor.author | Fujimi, Toshio | |
dc.date.accessioned | 2022-08-02T08:11:37Z | |
dc.date.available | 2022-08-02T08:11:37Z | |
dc.date.issued | 2021 | |
dc.identifier.citation | Mohammadi, 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.issn | 1996-1421 | |
dc.identifier.issn | 2072-845X (Online) | |
dc.identifier.uri | http://hdl.handle.net/10394/39684 | |
dc.identifier.uri | https://doi.org/10.4102/jamba.v13i1.1062 | |
dc.description.abstract | Rapid 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.iso | en | en_US |
dc.publisher | OASIS | en_US |
dc.subject | Retrofitting | en_US |
dc.subject | Non-engineered buildings | en_US |
dc.subject | Training | en_US |
dc.subject | Local masons | en_US |
dc.subject | Kabul | en_US |
dc.subject | Damage ratio | en_US |
dc.subject | Behaviour modifier factor | en_US |
dc.subject | Vulnerability index | en_US |
dc.title | Impact of retrofitting work on vulnerability reduction of local buildings in Kabul, Afghanistan | en_US |
dc.type | Article | en_US |