000010397 001__ 10397
000010397 005__ 20141205155723.0
000010397 04107 $$aeng
000010397 046__ $$k2008-10-12
000010397 100__ $$aJiao, Y.
000010397 24500 $$aFundamental Examinations on Hysteresis Models of Steel Members Used in Response Analysis

000010397 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010397 260__ $$b
000010397 506__ $$arestricted
000010397 520__ $$2eng$$aWith the development of computer and numerical method, different mechanical as well as hysteresis models are applied in time history analysis, which is gaining popularity in recent response prediction of steel structures. Nevertheless, accurate simulations for steel members’ hysteresis characteristics used in response analysis are still under discussion. In order to figure out hysteresis models with sufficient accuracy which can be used to achieve hysteresis loops of steel members in earthquake resistance design, analytic response were compared to the results of a full-scale shaking table test of a steel beam-to-column connection. Basic single degree of freedom (SDOF) systems with bi-linear models as well as multi-linear elasto-plastic models considering Bauschinger effect were considered in the response analysis. Models with their parameters that matched the experimental results well were pointed out.

000010397 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010397 653__ $$aSteel Structure, Single degree of freedom system, Restoring Force Characteristic, Bilinear Elastic-perfectly Plastic, Bauschinger Effect

000010397 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010397 720__ $$aJiao, Y.$$iMori, M.$$iKishiki, S.$$iMatsumoto, Y.$$iYamada, S.
000010397 8560_ $$ffischerc@itam.cas.cz
000010397 8564_ $$s225184$$uhttps://invenio.itam.cas.cz/record/10397/files/05-05-0134.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0134.
000010397 962__ $$r9324
000010397 980__ $$aPAPER