000019804 001__ 19804
000019804 005__ 20170118182337.0
000019804 04107 $$aeng
000019804 046__ $$k2017-01-09
000019804 100__ $$aO'Donnell, Andrew
000019804 24500 $$aVulnerability of Historical Masonry Structures Through Probabilistic Analysis and Forensic Investigation

000019804 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019804 260__ $$b
000019804 506__ $$arestricted
000019804 520__ $$2eng$$aThe vulnerability of unreinforced masonry structures (URMs) was highlighted during the 2010-2011 Canterbury Earthquake Swarm which impacted the city of Christchurch, New Zealand. In particular, losses from this class of building had a significant influence the extent of damage especially within the central business district (CBD) of Christchurch. Since the earthquakes, research efforts have focused on learning from the impact of these events in order to facilitate seismic risk assessment practices in order to better understand and ultimately help mitigate the expected losses due to URM damage during future events. From these efforts have come empirical studies on the effect that various retrofitting strategies have had on reducing the vulnerability of URM structures and ultimately mitigating damage and loss. Various mitigation strategies have been considered which range in complexity and scope from simply bracing unreinforced masonry parapets to the addition of supplemental lateral bracing.

000019804 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019804 653__ $$arisk; vulnerability; masonry; retrofit; mitigation

000019804 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019804 720__ $$aO'Donnell, Andrew$$iLai, Tao$$iKianirad, Ehsan
000019804 8560_ $$ffischerc@itam.cas.cz
000019804 8564_ $$s609952$$uhttps://invenio.itam.cas.cz/record/19804/files/4444.pdf$$yOriginal version of the author's contribution as presented on USB, paper 4444.
000019804 962__ $$r16048
000019804 980__ $$aPAPER