Closure to “Cyclic Response of Reinforced Concrete Walls with Different Anchorage Details: Experimental Investigation” by Sriram Aaleti, Beth L. Brueggen, Benton Johnson, Catherine E. French, and Sri Sritharan
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Volume 140, Issue 9
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References
Chai, Y. H., and Elayer, T. D. (1999). “Lateral stability of reinforced concrete columns under axial reversed cyclic tension and compression.” ACI Struct. J., 96(5), 780–789.
Goodsir, W. J., Paulay, T., and Carr, A. J. (1983). “A study of the inelastic seismic response of reinforced concrete coupled frame-shear wall structures.” Bull. N. Z. Natl. Soc. Earthquake Eng., 16(3), 185–200.
Johnson, B. (2010). “Anchorage detailing effects on lateral deformation components of R/C shear walls.” M.S. thesis, Univ. of Minnesota, 〈https://nees.org/resources/234〉 (Feb. 2, 2014).
Paulay, T., and Priestley, M. J. N. (1993). “Stability of ductile structural walls.” ACI Struct. J., 90(4), 385–394.
Sritharan, S., Beyer, K., Henry, R. S., Chai, Y. H., Kowalsky, M., and Bull, D. (2014). “Understanding poor seismic performance of concrete walls and design implications.” Earthquake Spectra, 30(1), 307–334.
Wallace, J. W. (1992). “BIAX: Revision 1—computer program for the analysis of reinforced concrete and reinforced masonry sections.”, Structural Engineering, Mechanics, and Materials, Clarkson Univ., Potsdam, NY.
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Published In
Journal of Structural Engineering
Volume 140 • Issue 9 • September 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Mar 18, 2014
Accepted: May 23, 2014
Published online: Jul 7, 2014
Published in print: Sep 1, 2014
Discussion open until: Dec 7, 2014
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