000012292 001__ 12292
000012292 005__ 20141205160039.0
000012292 04107 $$aeng
000012292 046__ $$k2008-10-12
000012292 100__ $$aZhang, Jingyao
000012292 24500 $$aEquivalent Static Loads for Nonlinear Seismic Design of Spatial Structures

000012292 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012292 260__ $$b
000012292 506__ $$arestricted
000012292 520__ $$2eng$$aA new approach to determination of equivalent static seismic loads is presented for evaluating peak seismic responses. The responses are estimated by series of multi-modal pushover analysis considering possible phase differences in the dominant modes: the loads are directly applied in the elastic systems, and the damping due to plastic dissipation is modeled by equivalent linearization in inelastic systems. The accuracy of the proposed method is demonstrated in the numerical example of an arch-type long-span truss.

000012292 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012292 653__ $$aMulti-modal pushover analysis, Seismic response, Equivalent static load Equivalent linearization, Inelastic response

000012292 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012292 720__ $$aZhang, Jingyao$$iOhsaki, Makoto$$iUchida, Atsushi
000012292 8560_ $$ffischerc@itam.cas.cz
000012292 8564_ $$s514670$$uhttps://invenio.itam.cas.cz/record/12292/files/05-01-0110.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0110.
000012292 962__ $$r9324
000012292 980__ $$aPAPER