000009567 001__ 9567
000009567 005__ 20141205150219.0
000009567 04107 $$aeng
000009567 046__ $$k2008-10-12
000009567 100__ $$aBoni, Maria Pia
000009567 24500 $$aSensitivity Analysis on the Buildings and Landslides Seismic Response to the Application of Artificial and Recorded Accelerograms

000009567 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009567 260__ $$b
000009567 506__ $$arestricted
000009567 520__ $$2eng$$aIn the paper the results of the dynamic analyses performed on landslides and buildings are presented. The aim of the project is the comparison of the influence due to the application of artificial and recorded accelerograms. So two different sets of artificial and recorded accelerograms have been applied on landslides and buildings. To have the accelerograms a probabilistic approach was adopted, on the basis of the data available from the Italian hazard map, for the studied site, two expected pseudo-acceleration elastic response spectra considering two return period (50 and 475 years) have been selected and used as target spectra. Starting from these targets two sets of seven artificial accelerograms have been calculated and two sets of seven recorded accelerograms have been selected from the available accelerogram database. To perform the dynamic analyses, in the first case (landslides) the method of Newmark has been used and the results, in term of expected displacements, are discussed. In the second case (buildings) the dynamic analyses have been performed using the “MIDAS Gen” software and the results, in term of storey base shear, acceleration and interstory drift are presented. The results, obtained by the application of the different sets of accelerograms, are similar, suggesting, in this kind of analysis, the possible use of both artificial and recorded accelerograms.

000009567 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009567 653__ $$arecorded accelerogram, artificial accelerogram, landslide, r.c. frame building, dynamic nonlinear time history analysis.

000009567 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009567 720__ $$aBoni, Maria Pia$$iCompagnoni, Massimo$$iLai, Carlo Giovanni$$iPergalani, Floriana$$iPetrini, Lorenza$$iPetrini, Vincenzo
000009567 8560_ $$ffischerc@itam.cas.cz
000009567 8564_ $$s981479$$uhttps://invenio.itam.cas.cz/record/9567/files/14-0124.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0124.
000009567 962__ $$r9324
000009567 980__ $$aPAPER