David,
I think ETABS offers this type of analysis. There is no structural code that dictates the method of analysis.
hth,
Alex C. Nacionales
----- Original Message -----From: David Francis CaballeroTo: seaoc_blogSent: Friday, January 18, 2008 7:49 PMSubject: Nonlinear Pushover AnalysisIs it reliable to use nonlinear pushover analysis? Does it have articles or codes to use as parameters?
David Francis C. Caballero
Stucutural Design Engineer
R.B. Sanchez Consulting Engineers
Unit 919,Megaplaza, ADB Ave. cor. Garnett St.,
Ortigas Center, Pasig City, Philippinesemail: engrfrancis05@yahoo.com
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