000009909 001__ 9909
000009909 005__ 20141205153206.0
000009909 04107 $$aeng
000009909 046__ $$k2008-10-12
000009909 100__ $$aDuan, Xiaonian
000009909 24500 $$aA Procedure for Establishing Fragility Functions for Seismic Loss Estimate of Existing Buildings Based on Nonlinear Pushover Analysis

000009909 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009909 260__ $$b
000009909 506__ $$arestricted
000009909 520__ $$2eng$$aThe HAZUS methodology has been widely used for estimating the potential losses of an existing building stock caused by earthquake ground shaking for the purpose of quantifying seismic risk in a region or an urban area. Often nonlinear pushover analysis of typical buildings is required for establishing building capacity and fragility curves. This paper presents a procedure for establishing the required fragility curves for various damage states, in particular for the more severe damage states, based on nonlinear pushover analysis results. A solution is proposed for overcoming the difficulty encountered when determining the median spectral displacements for the more severe damage states. An example is given to illustrate the entire process. The proposed procedure has been successfully applied by the authors in recent seismic loss estimate studies of modern cities with densely populated buildings in regions of moderate seismicity.

000009909 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009909 653__ $$aSeismic Loss Estimate, Fragility Functions, Existing Building Stock

000009909 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009909 720__ $$aDuan, Xiaonian$$iPappin, Jack W.
000009909 8560_ $$ffischerc@itam.cas.cz
000009909 8564_ $$s308328$$uhttps://invenio.itam.cas.cz/record/9909/files/09-01-0030.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 09-01-0030.
000009909 962__ $$r9324
000009909 980__ $$aPAPER