000004614 001__ 4614
000004614 005__ 20141119144538.0
000004614 04107 $$aeng
000004614 046__ $$k2002-06-02
000004614 100__ $$aA.Roufegarinejad
000004614 24500 $$aNONLINEAR BEHAVIOR OF YIELDING DAMPED BRACING FRAMES

000004614 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004614 260__ $$bColumbia University in the City of New York
000004614 506__ $$arestricted
000004614 520__ $$2eng$$aSince the nature of earthquakes is the energy which released due to tectonic events, investigations and improvements of behavior of structures based on energy concepts have been concerned. Input energy must be dissipated in order to decrease the damage effects of earthquake, which is received by structures. For this purpose YDBF system is presented which acts as a fuse –when earthquake acts-, and because of its high ductility, the damage of fundamental elements in structures is prevented. Because of nonlinear behavior of such a system, which is based on yielding of ductile style, YDBF increases dissipated and hysteresis energy. This class of dampers often yields in high or intermediate earthquake shakes and their hysteresis loop is relatively thick and stable. In this research seven YDBF are modeled. These models with various percentages of openings are tested and the results of structural behavior due to variation of opening percentages are income.

000004614 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004614 653__ $$a

000004614 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004614 720__ $$aA.Roufegarinejad$$iS.Sabouri
000004614 8560_ $$ffischerc@itam.cas.cz
000004614 8564_ $$s273844$$uhttp://invenio.itam.cas.cz/record/4614/files/056.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004614 962__ $$r4594
000004614 980__ $$aPAPER