Closure to “Observations on the Reliability of Alternative Multiple-Mode Pushover Analysis Methods” by T. Tjhin, M. Aschheim, and E. Hernández-Montes
Authors: Mark A. Aschheim [email protected], Enrique Hernández-Montes, and Tjen TjhinAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 134, Issue 9
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References
Aschheim, M., Tjhin, T., Hamburger, R., Comartin, C., and Inel, M. (2007). “The scaled nonlinear dynamic procedure.” Eng. Struct., 29(7), 1422–1441.
Kalkan, E., and Kunnath, S. K. (2006). “Adaptive modal combination procedure for nonlinear static analysis of building structures.” J. Struct. Eng., 132(11), 1721–1731.
Miranda, E. (1999). “Approximate seismic lateral deformation demands in multistory buildings.” J. Struct. Eng., 125(4), 417–425.
Miranda, E., and Reyes, C. J. (2002). “Approximate lateral drift demands in multistory buildings with nonuniform stiffness.” J. Struct. Eng., 128(7), 840–849.
Henández-Montes, E., Kwon, O.-S., and Aschheim, M. (2004). “An energy-based formulation for first-and multiple-mode nonlinear static (Pushover) analyses.” J. Earthquake Eng., 8(1), 69–88.
Tjhin, T., Aschherm, M., and Henández-Montes, E. (2005). “Estimates of peak roof displacement using ‘equivalent’ single degree of freedom systems.” J. Struct. Eng., 131(3), 517–522.
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© 2008 ASCE.
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Published online: Sep 1, 2008
Published in print: Sep 2008
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Authors
Affiliations
Professor, Civil Engineering Dept., Santa Clara Univ., 500 El Camino Real, Santa Clara, CA 95053. E-mail: [email protected]
Enrique Hernández-Montes
Professor, Dept. of Structural Mechanics, Univ. of Granada, Campus de Fuentenueva, 18072 Granada, Spain.
Tjen Tjhin
Structural Engineer, Buckland & Taylor Ltd., North Vancouver, British Columbia, Canada.
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