Chapter
Apr 26, 2012
Seismic Resistance of Fire-Damaged Reinforced Concrete Columns
Authors: H. Mostafaei [email protected], Frank J. Vecchio [email protected], and N. Bénichou [email protected]Author Affiliations
Publication: Improving the Seismic Performance of Existing Buildings and Other Structures
Abstract
A study was carried out on the assessment of the residual strength and lateral/seismic load capacity of reinforced concrete columns after fire exposure. The mechanical properties of concrete after fire exposure, such as residual tension and compression strength, stiffness and constitutive responses, were reviewed. A nonlinear finite element analysis program, developed for three-dimensional reinforced concrete structures, was employed to estimate the post-fire axial and lateral performance of two full-scale reinforced concrete columns, tested previously at the National Research Council Canada. The results of the axial load-deformation response obtained from the analysis were compared and verified successfully with the test data. The lateral load and deformation responses of the specimens were then estimated using the numerical program. The results showed that both the lateral/seismic load capacity and ductility of the two reinforced concrete column specimens decreased noticeably due to the fire exposure. Studies are suggested on fire damage mitigation and post-fire shear strength recovery of reinforced concrete columns.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Research Associate, National Research Council Canada, Institute for Research in Construction, M-59, 1200 Montreal Road, Ottawa, Ontario K1A 0R6. E-mail: [email protected]
Professor, Department of Civil Engineering, University of Toronto, Toronto, Canada, M5S 1A4. E-mail: [email protected]
Senior Research Officer, National Research Council Canada, Institute for Research in Construction, M-59, 1200 Montreal Road, Ottawa, Ontario K1A 0R6. E-mail: [email protected]
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