000004737 001__ 4737
000004737 005__ 20141119144549.0
000004737 04107 $$aeng
000004737 046__ $$k2002-06-02
000004737 100__ $$aRagueneau, Frédéric
000004737 24500 $$aSEISMIC RESPONSE OF REINFORCED CONCRETE BEARING WALLS, 2D AND 3D F.E. SIMPLIFIED ANALYSIS

000004737 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004737 260__ $$bColumbia University in the City of New York
000004737 506__ $$arestricted
000004737 520__ $$2eng$$aThis paper deals with the behavior of reinforced concrete bearing walls subjected to seismic loading. The presentation focuses on the numerical tools dedicated to nonlinear transient simplified analysis allowing parametrical studies. In a first step, the multifibers beam approach is presented as well as the local nonlinear constitutive equations. Comparisons between experimental results and numerical computation for 2-D and 3-D case-study are presented.

000004737 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004737 653__ $$aseismic engineering, constitutive relations, transient analysis, simplified analysis

000004737 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004737 720__ $$aRagueneau, Frédéric$$iCasaux, Géraldine$$iMazars, Jacky
000004737 8560_ $$ffischerc@itam.cas.cz
000004737 8564_ $$s300127$$uhttp://invenio.itam.cas.cz/record/4737/files/253.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004737 962__ $$r4594
000004737 980__ $$aPAPER