000010188 001__ 10188
000010188 005__ 20141205155701.0
000010188 04107 $$aeng
000010188 046__ $$k2008-10-12
000010188 100__ $$aHasegawa, Takashi
000010188 24500 $$aSeismic Response Prediction of Steel Frames Utilizing Plastic Strain Energy Obtained from Pushover Analysis

000010188 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010188 260__ $$b
000010188 506__ $$arestricted
000010188 520__ $$2eng$$aA seismic response prediction method for building structures presented in this paper is based on the energy balance concept, which can predict maximum inter-story drift and damage of each member of buildings. In this paper, the procedure of seismic response prediction for steel moment-resisting frames is illustrated, which is utilized inelastic strain energy obtained from pushover analysis. In order to examine the validity of the proposed method for practical application, thirteen kinds of example moment-resisting steel frame were selected. A series of earthquake response analyses of these example frames was carried out, and was compared to the results of the proposed method. From the results of the earthquake response analysis, it was found that the maximum inter-story drift and the cumulative ductility demands of members obtained from the proposed method could approximately catch the tendency of results of the earthquake response analysis.

000010188 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010188 653__ $$aSeismic response prediction, Pushover analysis, Energy balance concept,

000010188 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010188 720__ $$aHasegawa, Takashi$$iKamura, Hisaya
000010188 8560_ $$ffischerc@itam.cas.cz
000010188 8564_ $$s1661211$$uhttps://invenio.itam.cas.cz/record/10188/files/05-01-0012.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0012.
000010188 962__ $$r9324
000010188 980__ $$aPAPER