How to define an element, with Hysteretic Bilinear model w/o

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cctvcctv
Posts: 48
Joined: Mon Apr 04, 2005 9:45 pm
Location: UC Irvine-Utah State University

How to define an element, with Hysteretic Bilinear model w/o

Post by cctvcctv » Sat Jun 04, 2005 8:04 am

How to define an element, with Hysteretic Bilinear model without damage, pinching force, etc.

which only have two lines of skeleton( pre-yield, post-yield)

thanks!
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berktaftali
Posts: 68
Joined: Fri Jul 02, 2004 6:10 am
Location: Computers and Structures, Inc.

Post by berktaftali » Sun Jun 05, 2005 7:55 am

Try Steel01 with no hardening...
Berk Taftali
Georgia Institute of Technology
Ph.D. Candidate, Structural Engineering, Mechanics, and Materials
School of Civil and Environmental Engineering
Atlanta, GA 30332 USA
Email: gte994y@mail.gatech.edu
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cctvcctv
Posts: 48
Joined: Mon Apr 04, 2005 9:45 pm
Location: UC Irvine-Utah State University

Post by cctvcctv » Sun Jun 05, 2005 8:03 pm

thanks,

i will use this model steel01 to simulate isolator.
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