<t>Regarding to Ch4-RC-01, why damping is not defined neither global nor local?<br/>
In fact, I have defined damping for first and second periods with respect of Rayleigh definition in IDA and the spectral acceleration for collapse limit state are really so large and unreasonable. Without damping ...
Search found 4 matches
- 21 Nov 2014, 03:17
- Forum: 02-Getting started with the modelling
- Topic: Damping
- Replies: 2
- Views: 2680
- 10 Nov 2014, 22:53
- Forum: 03-Analytical/modelling capabilities
- Topic: FRP Confiend Concete on SeismoStruct Ver-7
- Replies: 22
- Views: 28396
Re: FRP Confiend Concete on SeismoStruct Ver-7
<t>Regarding to the Confinement Factor option for applying FRP jacket, it seems that if the Jacket thickness is greater than 1.2 mm the Confinement Factor will be increased, whereas it can be found in the practical articles and retrofitting methods, thinner sheets have been used as well (e.g. 0 ...
- 03 Nov 2014, 03:14
- Forum: 05-Future developments & requests
- Topic: SeismoBatch
- Replies: 20
- Views: 42438
Re: SeismoBatch
Hi everyone,
I think that Seismobatch cannot work properly in the case of IDA and the error massage of "integer overflow" is shown even simple frame was modeled, right?
I think that Seismobatch cannot work properly in the case of IDA and the error massage of "integer overflow" is shown even simple frame was modeled, right?
- 30 Oct 2014, 19:25
- Forum: 03-Analytical/modelling capabilities
- Topic: how to model base isolation struture
- Replies: 45
- Views: 496447
Re: how to model base isolation struture
Dear Huffte,
I was wondering if you could possibly send me the aforementioned mentioned three isolated models as well.
My email: saeed.nozhati@gmail.com or forum's email
I was wondering if you could possibly send me the aforementioned mentioned three isolated models as well.
My email: saeed.nozhati@gmail.com or forum's email
