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Evaluation of approximate nonlinear procedures for observed response of a shear wall structure
Date
2005-06-01
Author
Gulkan, Polat
Yakut, Ahmet
Kazaz, Ilker
Metadata
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This article presents an analytical study carried out to investigate seismic response of a lightly reinforced stiff shear wall structure subjected to ground motions classified as near- or far-field. A five-story lightly reinforced shear wall model structure that has been studied both experimentally and analytically in the context of a coordinated research project has been employed. Several response parameters were obtained by linear and nonlinear analyses under a suite of 55 ground motion records on firm soils. Additional analyses are performed to investigate the validity and range of applicability of the most widely used approximate displacement based analysis procedures. The approximate procedures considered are found to be deficient in representing the actual response of the structure employed here regardless of the type of excitation.
Subject Keywords
Near-field
,
Far-field
,
Approximate procedure
,
Shear wall
,
Pushover analysis
URI
https://hdl.handle.net/11511/52727
Collections
Department of Civil Engineering, Conference / Seminar
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P. Gulkan, A. Yakut, and I. Kazaz, “Evaluation of approximate nonlinear procedures for observed response of a shear wall structure,” 2005, vol. 66, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/52727.