000009962 001__ 9962
000009962 005__ 20141205154134.0
000009962 04107 $$aeng
000009962 046__ $$k2008-10-12
000009962 100__ $$aFaella, Ciro
000009962 24500 $$aNon-Linear Static Methods for Seismic Fragility Analysis and Reliability Evaluation of Existing Structures

000009962 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009962 260__ $$b
000009962 506__ $$arestricted
000009962 520__ $$2eng$$aProbabilistic approaches are more and more popular for seismic assessment of existing structures and specific methods have been properly developed for earthquake engineering. However, such methods generally require a huge number of non-linear time-history analyses which can be very time-consuming. Consequently, the present paper proposes a practical method based on static (pushover) analyses; a sample application shows the comparison about fragility and reliability evaluation obtained through static and dynamic approaches.

000009962 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009962 653__ $$aStructural Safety, Reliability, Non-linear Analysis

000009962 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009962 720__ $$aFaella, Ciro$$iLima, Carmine$$iMartinelli, Enzo
000009962 8560_ $$ffischerc@itam.cas.cz
000009962 8564_ $$s678010$$uhttps://invenio.itam.cas.cz/record/9962/files/05-01-0476.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0476.
000009962 962__ $$r9324
000009962 980__ $$aPAPER