000015736 001__ 15736
000015736 005__ 20161115135328.0
000015736 04107 $$aeng
000015736 046__ $$k2013-06-12
000015736 100__ $$aPerez-Rocha, L-E.
000015736 24500 $$aA Simplified Methodology To Obtain Reliability Indexes for Calibration of Design Code for Buildings

000015736 24630 $$n34.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000015736 260__ $$bNational Technical University of Athens, 2013
000015736 506__ $$arestricted
000015736 520__ $$2eng$$aThe aim of this work is to give support in the update of the Complementary Technical Standards for Actions for Structural Design of the buildings of the Federal District of Mexico. A methodology based on probability concepts was developed to obtain reliability indexes for some typical structural elements (columns, beams and walls). Structural element designs were performed using Mexican requirements. An interval of load factors values was analyzed including current values. Gravitational and gravitational plus accidental actions load combinations formats were analyzed in which variations of reliability index as a function of load factors were presented and discussed.

000015736 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015736 653__ $$aReliability index, code calibration, load combinations, safety load factor, FOSM.

000015736 7112_ $$aCOMPDYN 2013 - 4th International Thematic Conference$$cIsland of Kos (GR)$$d2013-06-12 / 2013-06-14$$gCOMPDYN2013
000015736 720__ $$aPerez-Rocha, L-E.$$iFernandez, M-A.$$iManjarrez, L-E.$$iMaldonado, J-D.$$iEsteva, L.
000015736 8560_ $$ffischerc@itam.cas.cz
000015736 8564_ $$s826989$$uhttps://invenio.itam.cas.cz/record/15736/files/1364.pdf$$yOriginal version of the author's contribution as presented on CD, section: CD-MS 17 RISK ASSESSMENT AND QUANTIFICATION IN ENGINEERING: A MULTI-DISCIPLINARY PERSPECTIVE
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000015736 962__ $$r15525
000015736 980__ $$aPAPER