A Comparative Study on Seismic Provisions Made in UBC-1997 and Saudi Building Code for RC Buildings

Nazar, S. and Ismaeil, M. A. (2014) A Comparative Study on Seismic Provisions Made in UBC-1997 and Saudi Building Code for RC Buildings. International Journal of Civil, Architectural, Structural and Construction Engineering, 8 (4). pp. 454-460.

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Official URL: https://waset.org/journal/Civil/2014/4?new=1

Abstract

This paper presents a comparative study of static analysis procedure for seismic performance based on UBC-1997 and SBC-301-2007(Saudi Arabia). These building codes define different ductility classes and corresponding response reduction factors based on material, configuration and detailing of reinforcements. Codes differ significantly in specifying the procedures to estimate base shear, drift and effective stiffness of structural members. One of the major improvements made in new SBC (based on IBC-2003) is ground motion parameters used for seismic design. In old SBC (based on UBC) maps have been based on seismic zones. However new SBC provide contour maps giving spectral response quantities. In this approach, a case study of RC frame building located in two different cities and with different ductility classes has been performed. Moreover, equivalent static method based on SBC-301 and UBC-1997 is used to explore the variation in results based on two codes, particularly design base shear, lateral loads and story drifts.

Item Type: Article
Subjects: Civil Engineering
Divisions: College Of Engineering > Civil Engineering
Depositing User: Dr. Mohammed Ismaeil
Date Deposited: 22 Oct 2017 16:20
Last Modified: 22 Oct 2017 16:20
URI: http://eprints.kku.edu.sa/id/eprint/1082

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