000018815 001__ 18815
000018815 005__ 20170118182242.0
000018815 04107 $$aeng
000018815 046__ $$k2017-01-09
000018815 100__ $$aMollaioli, Fabrizio
000018815 24500 $$aGeneration of Uniform Hazard Floor Response Spectra for Linear Mdof Structures

000018815 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018815 260__ $$b
000018815 506__ $$arestricted
000018815 520__ $$2eng$$aThis paper presents a probabilistic seismic demand model for predicting the pseudo-acceleration response of a linear nonstructural component attached to a linear structure. The model relates the response of the component with the pseudoacceleration response of the generic mode of vibration of the supporting structure. Interaction between component and structure is ignored. Independency of the model on the specific characteristics of seismic hazard at the site is showed. The model is used to develop a method for direct generation of uniform hazard floor response spectra. By using the method floor spectra are determined through a closed-form expression, given the mean annual frequency of interest, the non-structural component damping ratio, the modal properties of the structure, and three uniform hazard spectra representing seismic hazard at the site.

000018815 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018815 653__ $$anonstructural component; acceleration-sensitive; probabilistic seismic demand model

000018815 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018815 720__ $$aMollaioli, Fabrizio$$iFranchin, Paolo$$iLucchini, Andrea
000018815 8560_ $$ffischerc@itam.cas.cz
000018815 8564_ $$s666798$$uhttps://invenio.itam.cas.cz/record/18815/files/2289.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2289.
000018815 962__ $$r16048
000018815 980__ $$aPAPER