MAXIMUM DESIGN SEISMIC BEHAVIOR FACTOR FOR BUILDINGS LOCATED IN THE CITY OF VERACRUZ, AND DESIGNED WITH THE MDOC-CFE-2015
DOI:
https://doi.org/10.18867/ris.105.566Keywords:
Seismic behaviour factor, seismic design, Civil Works Design Handbook of the CFE 2015Abstract
This study shows that in the process of the seismic design of a building for values of the seismic behavior factor (Q) of three or four, according to the Manual of Civil Works Design of the Federal Electricity Commission (MDOC-CFE-2015, for its acronym in Spanish), it may occur that the serviceability limit state governs the strength design of a structure, which it should not be. Thus, the designer will have to go through an iterative process that could require many iterations, significantly increasing the work. Therefore, a function is obtained to estimate the maximum value of Q to design a building, whose implementation considerably reduces said iterations.
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References
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