000010213 001__ 10213
000010213 005__ 20141205155704.0
000010213 04107 $$aeng
000010213 046__ $$k2008-10-12
000010213 100__ $$aHe, Wenfu
000010213 24500 $$aStudy on Elasto-Plastic Response Spectra for Isolated Structures

000010213 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010213 260__ $$b
000010213 506__ $$arestricted
000010213 520__ $$2eng$$aBased on the theory of elastic-plastic response spectrum and the relationship between displacement ductility and equivalent damping ratio of the non-linear restoring force model, the elasto-plastic response spectrum of isolated structure is established according to the results of single-mass elasto-plastic analysis. Further comparison of Chinese code and elasto response spectrum, the results showed that the value of the elasto-plastic acceleration response spectra in the long cycle of the spectrum, damping attenuation coefficient is larger. Based on the results of single mass elasto-plastic analysis, the elasto-plastic response spectrum formula of isolated structure is established.

000010213 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010213 653__ $$aIsolated structure, elasto-plastic, response spectrum

000010213 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010213 720__ $$aHe, Wenfu$$iLiu, Wenguang$$iHuang, X.D.$$iYang, X.$$iHuo, D.
000010213 8560_ $$ffischerc@itam.cas.cz
000010213 8564_ $$s208037$$uhttps://invenio.itam.cas.cz/record/10213/files/02-0067.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 02-0067.
000010213 962__ $$r9324
000010213 980__ $$aPAPER