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Re: Nonlinear Pushover Analysis

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Does anyone have complete procedure and example of nonlinear static procedure(pushover analysis)? Either using etabs or other way. Please send me a copy of it so i have guide in leaning it thanks.
 

David Francis C. Caballero

Structural Design Engineer

License No. 0103970

Professional Regulation Commision

Manila, Philippines


R.B. Sanchez Consulting Engineers
Unit 919,Megaplaza, ADB Ave. cor. Garnett St.,
Ortigas Center, Pasig City, Philippines

email: engrfrancis05(--nospam--at)yahoo.com
TEL#: +632-687-3293
CP#: +63917-981-8588



----- Original Message ----
From: Alex C. Nacionales <anacionales(--nospam--at)insightts.net>
To: seaint(--nospam--at)seaint.org
Sent: Saturday, January 19, 2008 3:09:49 AM
Subject: Re: Nonlinear Pushover Analysis

Harold.
 
Thanks, you have educated me this time and in the past. I thought these articles describe only the design and loadings and not the analysis method.
Have a nice day.
 
 
Alex C. Nacionales
----- Original Message -----
Sent: Saturday, January 19, 2008 1:42 AM
Subject: RE: Nonlinear Pushover Analysis

It is a reliable procedure if used within its limitations.  This was also known as the "nonlinear static procedure".  A good place to start is the old TI 809-04 aka UFC 3-310.03a available at:
http://www.hnd.usace.army.mil/techinfo/ti/809-04/ti80904.htm

Regards,
Harold Sprague


Date: Fri, 18 Jan 2008 03:49:14 -0800
From: engrfrancis05(--nospam--at)yahoo.com
Subject: Nonlinear Pushover Analysis
To: seaint(--nospam--at)seaint.org

Is 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, Philippines

email: engrfrancis05(--nospam--at)yahoo.com
TEL#: +632-687-3293
CP#: +63917-981-8588



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