Discussion of “Lateral Stiffness of Brick Masonry Infilled Plane Frames” by P. G. Asteris
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VIEW THE REPLYAuthors: Richard M. Bennett, M.ASCE [email protected], and Roger D. Flanagan, M.ASCEAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 131, Issue 3
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References
Cook, R. D., Malkus, D. S., Plesha, M. E., and Witt, R. J. (2002). Concepts and applications of finite element analysis, 4th Ed., Wiley, New York.
Flanagan, R. D. (1994). “Behavior of structural clay tile infilled frames.” PhD dissertation, Univ. of Tennessee, Knoxville, Tenn.
Jamal, B. D., Bennett, R. M., and Flanagan, R. D. (1992). “Numerical analysis for in-plane behavior of infilled frames.” Proc., 6th Canadian Masonry Symp., Saskatoon, Saskatchewan, 609–620.
Liauw, T.-C., and Kwan, K.-H. (1982). “Non-linear analysis of multistorey infilled frames.” Proc. Inst. of Civ. Eng. (UK), 73, 441–454.
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© 2005 ASCE.
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Published online: Mar 1, 2005
Published in print: Mar 2005
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Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010. E-mail: [email protected]
Roger D. Flanagan, M.ASCE
Assistant General Manager, Bechtel Nevada Corp., P.O. Box 98521, M∕S NLV101, Las Vegas, NV 89193-8521
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