Discussion of “Lateral Stiffness of Shear Walls with Openings” by A. Neuenhofer
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 133, Issue 12
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References
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Lopez, L., Dodds, R., Rehak, D., and Schmidt, R. (1987). “POLO-FINITE, a structural mechanics system for linear and nonlinear, static and dynamic analysis.” Civil Engineering Systems Laboratory, Univ. of Illinois at Urbana-Champaign.
Schneider, R., and Dickey, W. L. (1987). Reinforced masonry design, 2nd Ed., Prentice-Hall, 404–412.
Schwaighofer, J., and Microys, H. F. (1969). “Analysis of shear walls using standard computer programs.” ACI J., 66, 1005–1007.
Tena-Colunga, A. (1992a). “Seismic evaluation of unreinforced masonry structures with flexible diaphragms.” Earthquake Spectra, 8(2), 305–318.
Tena-Colunga, A. (1992b). “Response of an unreinforced masonry building during the Loma Prieta Earthquake.” Ph.D. thesis, Chapter 5, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign, 76–80.
Tena-Colunga, A., and Abrams, D. P. (1992). Response of an unreinforced masonry building during the Loma Prieta earthquake, Structural Research Series No. 576, Chapter 5, Dept. of Civil Engineering, Univ. of Illinois at Urbana-Champaign, 76–80.
Vergara-Sánchez, J. (2005). “Determinación de la matriz de rigidez lateral en el intervalo elástico (MRLE) de muros con aberturas.” BSc thesis, Departmento de Materiales, Universidad Autónoma Metropolitana (in Spanish).
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Published In
Journal of Structural Engineering
Volume 133 • Issue 12 • December 2007
Pages: 1853 - 1854
Copyright
© 2007 ASCE.
History
Published online: Dec 1, 2007
Published in print: Dec 2007
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