000012605 001__ 12605
000012605 005__ 20160920162632.0
000012605 04107 $$aeng
000012605 046__ $$k2016-09-05
000012605 100__ $$aVásquez, J.A.
000012605 24500 $$aInelastic dynamic analysis of a prestressed reinforced concrete frame

000012605 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012605 260__ $$bTaylor and Francis Group, London, UK
000012605 506__ $$arestricted
000012605 520__ $$2eng$$aCustomary Seismic design assumes a reduced design spectrum with a certain ductility level of the structure. Although proven successful, the design method provides little information about the inelastic behavior of a structure, which is expected to be large in severe earthquakes. This study deals with the inelastic dynamic response analysis of a large prestressed building to be constructed in Chile. Because of regularity of the structure, a 2D reinforced concrete frame was modeled using fiber elements regularized with a modified stress-strain constitutive relationship using the software Opensees. Therefore, damage may occur anywhere along the element characterized by variable reinforcing steel and internal forces. Results of the inelastic analysis show that inelastic deformations localize in a few places around the nodes, but the building is able to withstand a maximum credible earthquake demand without collapse.

000012605 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012605 653__ $$a

000012605 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012605 720__ $$aVásquez, J.A.$$iLlera, J.C. de la$$iRendel, M.
000012605 8560_ $$ffischerc@itam.cas.cz
000012605 8564_ $$s710730$$uhttp://invenio.itam.cas.cz/record/12605/files/053.pdf$$yOriginal version of the author's contribution as presented on CD, 053.pdf.
000012605 962__ $$r12552
000012605 980__ $$aPAPER