000022348 001__ 22348
000022348 005__ 20170622150009.0
000022348 04107 $$aeng
000022348 046__ $$k2015-05-25
000022348 100__ $$aNicknam, Ahmad
000022348 24500 $$aA GROUPED MAXIMAL CONDITIONED SPECTRAL ORDINATE METHOD (MCSO) FOR GROUND MOTION SELECTION

000022348 24630 $$n5.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000022348 260__ $$bNational Technical University of Athens, 2015
000022348 506__ $$arestricted
000022348 520__ $$2eng$$aThis article intends to present a computationally simple ground motion selection method (MCSO) whose spectral accelerations are matched at specified period in the desired uniform hazard spectrum (UHS). The deficiencies of the Conditional Mean Spectrum and Conditional Spectrum (CS) approaches are monitored. MCSO benefits from the advantages of consistency with the predefined target Magnitude-Distance. It comes up with positive epsilons, scaling factors close to one, larger magnitudes than those of the two mentioned methods, and associated with the actual earthquake variability. The seismic demands of the three reinforced concrete structures are calculated and compared with those of MCSO, POC, CMS, and CS.

000022348 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022348 653__ $$aMCSO, CMS, CS, GMSM, non-linear dynamic analysis, target scenario.

000022348 7112_ $$aCOMPDYN 2015 - 5th International Thematic Conference$$cCrete (GR)$$d2015-05-25 / 2015-05-27$$gCOMPDYN2015
000022348 720__ $$aNicknam, Ahmad$$iAsgari, Mohammad Javad$$iDadras, Ehsan Yousefi
000022348 8560_ $$ffischerc@itam.cas.cz
000022348 8564_ $$s252983$$uhttps://invenio.itam.cas.cz/record/22348/files/C548.pdf$$yOriginal version of the author's contribution as presented on CD, section: 
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000022348 962__ $$r22030
000022348 980__ $$aPAPER