000013770 001__ 13770
000013770 005__ 20161114170255.0
000013770 04107 $$aeng
000013770 046__ $$k2011-05-25
000013770 100__ $$aOrtega M. A., Montiel
000013770 24500 $$aEstimation of the Seismic Reliability of Buildings Using Incremental Dynamic Analysis Method of the Secant Stiffness Degradation Index (Idam-Ssdi). Part Ii

000013770 24630 $$n3.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013770 260__ $$bNational Technical University of Athens, 2011
000013770 506__ $$arestricted
000013770 520__ $$2eng$$aPresented herein is a methodology that enables us to obtain in an efficient manner the seismic reliability of buildings for different levels of seismic intensity, taking into account the uncertainties associated with the properties of the structural system considered and with the seismic registers. This methodology is developed by means of Incremental Dynamic Analysis of the Secant Stiffness Degradation Index (IDA-SSDI), whose results enable evaluation of the intensity of system collapse in an easy and efficient manner in order to evaluate the reliability by means of Cornell’s β index and a Z safety margin. The methodology is applied to a sample of eight 10-story buildings taken from Monte Carlo’s simulation and 40 accelerograms registered in the Valley of Mexico City. The buildings simulated are modeled in the computer program DRAIN 2D for non-linear analysis.

000013770 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013770 653__ $$aSeismic reliability, Incremental Dynamic Analysis (IDA), Secant Stiffness Degradation Index (SSDI), Cornell’s Reliability Index.

000013770 7112_ $$aCOMPDYN 2011 - 3rd International Thematic Conference$$cIsland of Corfu (GR)$$d2011-05-25 / 2011-05-28$$gCOMPDYN2011
000013770 720__ $$aOrtega M. A., Montiel$$iPina G. A. Diaz de, Leon
000013770 8560_ $$ffischerc@itam.cas.cz
000013770 8564_ $$s2392213$$uhttps://invenio.itam.cas.cz/record/13770/files/650.pdf$$yOriginal version of the author's contribution as presented on CD, section: RS 15 Design Methods Under Dynamic and Seismic Action .
000013770 962__ $$r13401
000013770 980__ $$aPAPER