<r>Dear Seismostruct,<br/>
I am encountering some problems with the dynamic analysis. My model consists of a spatial system of rigid elements connected by means of hysteretic links. All the static analysis give good results, but when I apply a dynamic load at the base of the building my analyses ...
Search found 3 matches
- 23 Dec 2011, 16:39
- Forum: 02-Getting started with the modelling
- Topic: Problems with Dynamic Time-History Analysis
- Replies: 0
- Views: 3565
- 20 Dec 2011, 13:03
- Forum: 05-Future developments & requests
- Topic: Multilinear (Park model)
- Replies: 1
- Views: 2425
Multilinear (Park model)
<t>Dear Seismostruct,<br/>
I am working with Park hysteretic multilinear model. I have to model an asymmetric spring behavior but SeismoStruct implements the Park model only adopting the same stiffness in tension and compression. <br/>
<br/>
It would be possible to modify the software subroutine in ...
I am working with Park hysteretic multilinear model. I have to model an asymmetric spring behavior but SeismoStruct implements the Park model only adopting the same stiffness in tension and compression. <br/>
<br/>
It would be possible to modify the software subroutine in ...
- 23 Nov 2011, 14:09
- Forum: 03-Analytical/modelling capabilities
- Topic: Richard-Abbott Modified
- Replies: 1
- Views: 2366
Richard-Abbott Modified
<t>I am trying to apply the modified Richard-Abbott model first developed by Della Corte and then employed by Nogueiro and Da Silva to describe the cyclic behavior of composite and simple steel beam-to-column joints. I am defining the coefficients of the modified RA model which best fit the ...