000009339 001__ 9339
000009339 005__ 20141205150156.0
000009339 04107 $$aeng
000009339 046__ $$k2008-10-12
000009339 100__ $$aAdam, Christoph
000009339 24500 $$aResponse of Nonstructural Components in Ductile Load-Bearing Structures Subjected to Ordinary Ground Motions

000009339 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009339 260__ $$b
000009339 506__ $$arestricted
000009339 520__ $$2eng$$aThe dynamic seismic behavior of nonstructural components attached to elastic-plastic load-bearing structures is assessed. The assessment is based on floor spectra of two-degree-of-freedom (2DOF) systems with assigned ductility of the supporting structure. Frame structures are transformed into equivalent single-degree-of-freedom (ESDOF) systems, and thus floor spectra of 2DOF systems become applicable for the prediction of the seismic peak response of vibratory nonstructural components. The utilized floor spectra are the outcome of a parametric study involving a set of 40 ordinary ground motions with strong motion characteristics. Example problems show the capability of this method to predict the seismic response of nonstructural elements with sufficient accuracy.

000009339 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009339 653__ $$aCoupled seismic response, Floor spectra, Inelastic deformations, Secondary structures

000009339 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009339 720__ $$aAdam, Christoph$$iFurtmüller, Thomas
000009339 8560_ $$ffischerc@itam.cas.cz
000009339 8564_ $$s1958755$$uhttps://invenio.itam.cas.cz/record/9339/files/05-01-0327.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0327.
000009339 962__ $$r9324
000009339 980__ $$aPAPER