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Math. Comput. Appl. 2013, 18(3), 264-272; doi:10.3390/mca18030264

Comparison of Nonlinear Static and Dynamic Analyses on a R/C Building

1
Department of Civil Engineering, Celal Bayar University, 45140 Muradiye, Manisa, Turkey
2
Department of Civil Engineering, Recep Tayyip Erdogan University, 53100 Fener, Rize, Turkey
*
Author to whom correspondence should be addressed.
Published: 1 December 2013
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Abstract

In recent years, nonlinear calculation methods can be easily carried out by means of developing computer technologies. In this way, comparisons of the nonlinear methods have started to increase rapidly and more studies are carried out on regular and irregular buildings. However, it is most important to compare consistency of the methods on buildings. In this study, most common nonlinear static (pushover) and nonlinear dynamic analysis (time history analysis) methods were compared on an asymmetric planned reinforced concrete (R/C) building. Building having horizontal and vertical irregularities was 5-story. Analyses were carried out by using SAP2000 program. The results are discussed in terms of base shear, lateral displacements and top displacement ratios.
Keywords: R/C buildings; irregular building; nonlinear time history analysis; nonlinear pushover analysis R/C buildings; irregular building; nonlinear time history analysis; nonlinear pushover analysis
This is an open access article distributed under the Creative Commons Attribution License (CC BY 3.0).

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MDPI and ACS Style

Tekin, M.; Gürbüz, A.; Demir, A. Comparison of Nonlinear Static and Dynamic Analyses on a R/C Building. Math. Comput. Appl. 2013, 18, 264-272.

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Math. Comput. Appl. EISSN 2297-8747 Published by MDPI AG, Basel, Switzerland RSS E-Mail Table of Contents Alert
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