RESEARCH ARTICLE


Influence of Seismic Behavior Factor on the Design of Building Structures for Low Seismic Demands Regions



Alejandro Hernández-Martínez*, 1, Andrés E. Ortíz-Vargas2, Adrián D. García-Soto1, Jesús G. Valdés-Vázquez1, Mabel Mendoza-Pérez1
1 Civil Engineering Department, Engineering Division, Guanajuato Campus, Universidad de Guanajuato. Av. Juárez 77, Zona Centro, Guanajuato, Gto., México. CP 36000
2 Civil Engineering Faculty, Universidad Michoacana de San Nicolás de Hidalgo. Morelia, Mich., Mexico. CP 58030.


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Creative Commons License
© 2015 Hernandez-Martinez et al ;

open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

* Address correspondence to this author at the Civil Engineering Department, Engineering Division, University of Guanajuato. Av. Juárez 77, Zona Centro, Guanajuato, Gto., México. CP 36000; Tel: +52(473)1020100 ext.2235; E-mail: alejandro.hernandez@ugto.mx


Abstract

The use of reduced seismic forces obtained from elastic response spectra analysis is a common practice for structural design purposes. This procedure is used: (a) To take advantage of the nonlinear behavior of the structural elements that conform the entire structure, and (b) To reduce the initial cost of the construction, allowing certain degree of damage if a severe earthquake occurs, but trying to avoid collapse with good structural design and construction detailing. In this paper, structural analyses were performed using several seismic reduction coefficients and the considered structures were designed for low seismic design regions according to the Mexico construction codes for both, serviceability limit states and ultimate limit states. Results show that the final design is strongly dependent on allowed interstory drift, associated to lateral displacements. Results also showed that, reducing significantly the seismic forces is not directly associated with a reduction in the initial cost of the structure, i.e., the final design for different seismic behavior factor may have similar seismic vulnerability.

Keywords: Building design, initial cost, seismic force reduction, seismic reduction factor.