David,
Please follow the link below for the download of the watch and learn by CSI-Berkeley (maker of SAP and Etabs) regarding push over analysis. As an additional information, SAP 2000 V 11 is more comprehensive when it comes to Pushover analysis since they already incorporated the ATC 40 and FEMA 273 provisions. StaadPro 2006 has Push Over analysis but only limited to Steel Structures not on Concrete. (Hope they are now undergoing inclusion for concrete application). BTW, are you also using Non Linear Time History Analysis? if you have data on the time history of previous strong earthquake in the Phils. ( i.e. 1992 Luzon earthquake), please could you provide me a copy? We can perform Non Linear time history analysis but we are going to use foreign data (El centro, Northridge...)
Maybe Dr. Pacheco and his team (Vibrametrics, Phils) is already doing this.
Regards,
Ernesto J. Guades
Calbayog City
SAMAR
PHILIPPINES
Please follow the link below for the download of the watch and learn by CSI-Berkeley (maker of SAP and Etabs) regarding push over analysis. As an additional information, SAP 2000 V 11 is more comprehensive when it comes to Pushover analysis since they already incorporated the ATC 40 and FEMA 273 provisions. StaadPro 2006 has Push Over analysis but only limited to Steel Structures not on Concrete. (Hope they are now undergoing inclusion for concrete application). BTW, are you also using Non Linear Time History Analysis? if you have data on the time history of previous strong earthquake in the Phils. ( i.e. 1992 Luzon earthquake), please could you provide me a copy? We can perform Non Linear time history analysis but we are going to use foreign data (El centro, Northridge...)
Maybe Dr. Pacheco and his team (Vibrametrics, Phils) is already doing this.
Regards,
Ernesto J. Guades
Calbayog City
SAMAR
PHILIPPINES
----- Original Message ----
From: David Francis Caballero <engrfrancis05@yahoo.com>
To: seaint@seaint.org
Sent: Tuesday, January 22, 2008 6:13:59 PM
Subject: Re: Nonlinear Pushover Analysis
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From: David Francis Caballero <engrfrancis05@yahoo.com>
To: seaint@seaint.org
Sent: Tuesday, January 22, 2008 6:13:59 PM
Subject: Re: Nonlinear Pushover Analysis
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@yahoo.com
TEL#: +632-687-3293
CP#: +63917-981-8588
----- Original Message ----
From: Alex C. Nacionales <anacionales@insightts.net>
To: seaint@seaint.org
Sent: Saturday, January 19, 2008 3:09:49 AM
Subject: Re: Nonlinear Pushover Analysis
From: Alex C. Nacionales <anacionales@insightts.net>
To: seaint@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 -----From: Harold SpragueSent: Saturday, January 19, 2008 1:42 AMSubject: RE: Nonlinear Pushover AnalysisIt 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@yahoo.com
Subject: Nonlinear Pushover Analysis
To: seaint@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@yahoo.com
TEL#: +632-687-3293
CP#: +63917-981-8588
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