000004686 001__ 4686
000004686 005__ 20141119144544.0
000004686 04107 $$aeng
000004686 046__ $$k2002-06-02
000004686 100__ $$aKato, Atsushi
000004686 24500 $$aRELATIONSHIP BETWEEN FAILURE STATE OF REINFORCED CONCRETE COLUMNS AND INPUT ENERGY IN LARGE SCALE SHAKING TABLE TEST

000004686 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004686 260__ $$bColumbia University in the City of New York
000004686 506__ $$arestricted
000004686 520__ $$2eng$$aIt is widely recognized that the energy values of a seismic wave, such as total input energy and momentary input energy, are general destructive-power indexes of the earthquake, which is independent of structure types. However, adaptability of these indexes to the structures at non-linear state, where the strength of the structure decreases and residual deformation occurs, have not been fully examined. One of the reasons is that time history analysis methods of structures at a strength degradation state is still under development. In this study, large scale shaking table tests of reinforced concrete columns were performed, and the relationship between the failure state of the columns and the input energy was examined. From these test results, the adaptability of the energy input value as a destructive-power index at a strength degradation state was confirmed.

000004686 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004686 653__ $$atotal input energy, momentary input energy, maximum response displacement, strength degradation, residual deformation, shaking table test

000004686 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004686 720__ $$aKato, Atsushi$$iOhtani, Keiichi$$iNagashima, Ichiro$$iFujii, Shunji
000004686 8560_ $$ffischerc@itam.cas.cz
000004686 8564_ $$s315656$$uhttps://invenio.itam.cas.cz/record/4686/files/174.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004686 962__ $$r4594
000004686 980__ $$aPAPER