000018689 001__ 18689
000018689 005__ 20170118182236.0
000018689 04107 $$aeng
000018689 046__ $$k2017-01-09
000018689 100__ $$aSilvestri, Stefano
000018689 24500 $$aCorner Displacement Response Spectra for One-Storey Eccentric Structures

000018689 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018689 260__ $$b
000018689 506__ $$arestricted
000018689 520__ $$2eng$$aThe non-linear response of in-plan asymmetric systems has been extensively studied since the 1980s. Nevertheless, most of the research effort has been devoted to the study of specific asymmetric buildings and, even though relevant progresses have been achieved in the understanding of the complex translational-to-torsional coupled response of such systems, a full knowledge of the seismic behavior of planar asymmetric buildings is still not satisfactory. To provide results of more general validity, the authors developed a wide parametric study to obtain trends of the response parameters such as maximum displacement and rotations developed by linear and non-linear one-storey asymmetric structures under earthquake ground motion. Based on the results of the parametric study, in the present paper correction factors for the displacement response spectrum are presented.

000018689 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018689 653__ $$adisplacement spectra, one-storey asymmetric building, stiff side, flexible side, correction factors

000018689 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018689 720__ $$aSilvestri, Stefano$$iGasparini, Giada$$iTrombetti, Tomaso$$iPalermo, Michele
000018689 8560_ $$ffischerc@itam.cas.cz
000018689 8564_ $$s738865$$uhttps://invenio.itam.cas.cz/record/18689/files/2007.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2007.
000018689 962__ $$r16048
000018689 980__ $$aPAPER