Closure to “Lateral Stiffness of Brick Masonry Infilled Plane Frames” by P. G. Asteris
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 131, Issue 3
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References
Asteris, P. G. (2000). “Analysis of anisotropic nonlinear masonry.” PhD thesis, Dept. of Civil Engineering, National Technical Univ. of Athens, Athens, Greece.
Asteris, P. G. (2003). “Lateral stiffness of brick masonry infilled plane frames.” J. Struct. Eng., 129(8), 1071–1079.
Asteris, P. G., and Tzamtzis, A. D. (2003). “On the use of a regular yield surface for the analysis of unreinforced masonry walls.” Electron. J. Struct. Eng., Vol. 3, ⟨http:∕∕www.ejse.org⟩, 23–42.
Samarasinghe, W. (1980). “The in-plane failure of brickwork.” PhD thesis, Univ. of Edinburgh, Edinburgh, U.K.
Smith, B. S. (1966). “Behavior of square infilled frames.” J. Struct. Div. ASCE1, 381–403.
Syrmakezis, C. A., and Asteris, P. G. (2001). “Influence of infilled walls with openings to the seismic response of plane frames.” Proc. 9th Can. Masonry Symp. (CD-ROM).
Vintzeleou, E., and Tassios, T. P. (1989). “Seismic behaviour and design of infilled R.C. frames.” Proc., J. of European Earthquake Eng., 2, 22–28.
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© 2005 ASCE.
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Published online: Mar 1, 2005
Published in print: Mar 2005
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Visiting Assistant Professor, Faculty of Technological Applications, Technological Educational Insitution of Athens, Agiou Spyridonos Str., GR 122 10 Egaleo, Greece. E-mail: [email protected]
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