000011054 001__ 11054
000011054 005__ 20141205155831.0
000011054 04107 $$aeng
000011054 046__ $$k2008-10-12
000011054 100__ $$aMoric, Dragan
000011054 24500 $$aCumulative Histeretic Absorbed Energy

000011054 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011054 260__ $$b
000011054 506__ $$arestricted
000011054 520__ $$2eng$$aCumulative energy balance, during the earthquake action, defines the change of energies: potential, kinetic, dumping and hysteretic energy from the beginning to the end of earthquake action. Cumulative hysteretic energy at the end of earthquake time acting defines level of energy absorption done by structure. It presents the level of cumulative structural damage after the earthquake. Paper is based on large number of non-linear structural response analysis to various earthquakes with different intensities and dominant frequencies as input load. In all of them structure were modelled as SDOF system. Results of provided analysis are structure response parameters: ductility, hysteretic energy and number of plastic excursions. All of them define post-elastic state of the structure.

000011054 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011054 653__ $$aAbsorption, Hysteretic Energy, Spectrum, Damage ratio 

000011054 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011054 720__ $$aMoric, Dragan$$iHadzima-Nyarko, Marijana
000011054 8560_ $$ffischerc@itam.cas.cz
000011054 8564_ $$s547151$$uhttps://invenio.itam.cas.cz/record/11054/files/S14-052.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S14-052.
000011054 962__ $$r9324
000011054 980__ $$aPAPER