000018277 001__ 18277
000018277 005__ 20170118182215.0
000018277 04107 $$aeng
000018277 046__ $$k2017-01-09
000018277 100__ $$aClifton, George Charles
000018277 24500 $$aPost-Earthquake Residual Capacity of Damaged Reinforced Concrete Buildings

000018277 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018277 260__ $$b
000018277 506__ $$arestricted
000018277 520__ $$2eng$$aMany buildings experience intermediate levels of damage during seismic events. In these situations, a detailed assessment of the building in its damaged state is required for owners and other stakeholders to make informed decisions about the building’s future. The aftermath of the Canterbury earthquakes of 2010-2011 brought into sharp attention the lack of available resources for engineers conducting detailed assessments of damaged buildings. In this paper, a proposed framework for the post-earthquake assessment of damaged reinforced concrete buildings is presented. Within the bounds of this framework, the need for models estimating the residual strength, stiffness, and deformability of damaged reinforced concrete components is also discussed. Preliminary results are presented from an experimental program evaluating the residual capacity of damaged and repaired reinforced concrete beams. This work is part of an effort funded by the New Zealand Government to develop guidelines for assessing the post-earthquake residual capacity of damaged structures.

000018277 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018277 653__ $$aResidual Capacity; Post-Earthquake; Reinforced Concrete; Plastic Hinge

000018277 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018277 720__ $$aClifton, George Charles$$iElwood, Kenneth$$iMarder, Kai
000018277 8560_ $$ffischerc@itam.cas.cz
000018277 8564_ $$s339844$$uhttps://invenio.itam.cas.cz/record/18277/files/1146.pdf$$yOriginal version of the author's contribution as presented on USB, paper 1146.
000018277 962__ $$r16048
000018277 980__ $$aPAPER