Characterisation of buildings is critical for the rapid assessment and seismic loss estimation of buildings after an earthquake event. This paper presents a literature review on the characterisation of unreinforced masonry (URM) buildings followed by a typological study of the building stock in Queensland, Australia. The literature review showed that characterisation studies are aimed at cataloguing and developing inventories of buildings for the purpose of seismic vulnerability and risk assessment, and behaviour-influencing parameters are often used as a basis for building classification. Guided by the literature review, a field study was conducted to document important features of vintage (pre-1940) URM buildings that can influence their ...
Following the 2010/2011 Canterbury earthquakes considerable effort was applied to the task of develo...
Eastern Canada is characterized by moderate seismic hazard which may result in extensive damage for ...
This paper examines the earthquake resistance of unreinforced masonry residential structures up to 1...
Worldwide, unreinforced masonry (URM) buildings are present in abundance with many holding cultural ...
Conference ABSTRACT: Unreinforced masonry (URM) buildings remain New Zealand's most earthquake-...
The safeguard of existing buildings is currently an issue of great interest in particular for existi...
The 2010-2011 Canterbury earthquakes and corresponding Royal Commission reports have resulted in cha...
Almost all unreinforced stone masonry (URSM) buildings in New Zealand were constructed between 1860 ...
The high seismic vulnerability of unreinforced stone masonry (URM) buildings was once again demonstr...
Due to an identified need to have realistic geometries and boundary conditions of vintage unreinforc...
Australia has a low to moderate seismicity by world standards. However, the seismic risk is signific...
The results of an investigation of the probability of earthquake damage to nonstructural unreinforce...
In the last two decades, many seismic retrofitting techniques for masonry structures have been devel...
Some of the recent earthquakes (e.g. Newcastle, Australia in 1989) have been in areas not considered...
Numerous unreinforced masonry (URM) buildings in New Zealand have been declared earthquake prone but...
Following the 2010/2011 Canterbury earthquakes considerable effort was applied to the task of develo...
Eastern Canada is characterized by moderate seismic hazard which may result in extensive damage for ...
This paper examines the earthquake resistance of unreinforced masonry residential structures up to 1...
Worldwide, unreinforced masonry (URM) buildings are present in abundance with many holding cultural ...
Conference ABSTRACT: Unreinforced masonry (URM) buildings remain New Zealand's most earthquake-...
The safeguard of existing buildings is currently an issue of great interest in particular for existi...
The 2010-2011 Canterbury earthquakes and corresponding Royal Commission reports have resulted in cha...
Almost all unreinforced stone masonry (URSM) buildings in New Zealand were constructed between 1860 ...
The high seismic vulnerability of unreinforced stone masonry (URM) buildings was once again demonstr...
Due to an identified need to have realistic geometries and boundary conditions of vintage unreinforc...
Australia has a low to moderate seismicity by world standards. However, the seismic risk is signific...
The results of an investigation of the probability of earthquake damage to nonstructural unreinforce...
In the last two decades, many seismic retrofitting techniques for masonry structures have been devel...
Some of the recent earthquakes (e.g. Newcastle, Australia in 1989) have been in areas not considered...
Numerous unreinforced masonry (URM) buildings in New Zealand have been declared earthquake prone but...
Following the 2010/2011 Canterbury earthquakes considerable effort was applied to the task of develo...
Eastern Canada is characterized by moderate seismic hazard which may result in extensive damage for ...
This paper examines the earthquake resistance of unreinforced masonry residential structures up to 1...