Inelastic Dynamic Analysis and Non-Linear Static Analysis (Push-Over) of 3-Story and 6-Story RC Buildings of Ductile Frames

Abstract:

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With 3-story and 6-story RC buildings of ductile frames, previously designed, non-linear static analysis with increased monotonically lateral loads (Push-over) are made in order to determine its collapse and their responses against the inelastic seismic analysis results with the SCT-EW-85 record are compared. It is designed with the Principal Body and with the Appendix A conditions of the Seismic Technical Norms of the Mexico City Code (RDF-04), satisfying the maximum story distortion limits of the service and collapse conditions; the buildings (offices) are in the IIIb compressible seismic zone. The non-lineal responses were determined with nominal resistance and over-resistance effects. For the non-linear static analysis with increased monotonically lateral loads, was important to select the type of lateral forces distribution. The comparison were made with base shear force–roof lateral displacement relations.

Info:

Periodical:

Key Engineering Materials (Volumes 488-489)

Edited by:

Z. Tonković and M.H. Aliabadi

Pages:

359-362

DOI:

10.4028/www.scientific.net/KEM.488-489.359

Citation:

J. A. Avila and J. C. Manzano, "Inelastic Dynamic Analysis and Non-Linear Static Analysis (Push-Over) of 3-Story and 6-Story RC Buildings of Ductile Frames", Key Engineering Materials, Vols. 488-489, pp. 359-362, 2012

Online since:

September 2011

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Price:

$35.00

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