Search found 12 matches
- 19 Oct 2013, 11:23
- Forum: 02-Getting started with the modelling
- Topic: How to calculate "Frame Element Curvatures"
- Replies: 6
- Views: 3204
Re: How to calculate "Frame Element Curvatures"
<t>Dear seismosoft support,<br/> Thank you for your suggestion.I have tried it but the desiered resuts that I want have not been found until now.In fact,I want to know how to calculate the section curvature in the SeismoStruct program.When the coordinates of integral points are specified in the Anal...
- 17 Oct 2013, 17:15
- Forum: 02-Getting started with the modelling
- Topic: How to calculate "Frame Element Curvatures"
- Replies: 6
- Views: 3204
How to calculate "Frame Element Curvatures"
Hi,
Does anybody konw how to calculate the curvature of the frame element based force in SeismoStruct?
Please help me.
Thank you in advance.
Best regards,
Xu-lang,Tseng
Does anybody konw how to calculate the curvature of the frame element based force in SeismoStruct?
Please help me.
Thank you in advance.
Best regards,
Xu-lang,Tseng
- 12 Sep 2013, 04:25
- Forum: 04-Unexpected behaviour/errors
- Topic: total modal mass exceeding 100%
- Replies: 3
- Views: 3008
Re: total modal mass exceeding 100%
<t>Dear fbianchi,<br/> Firstly,I have to thank you for your patient explanation for these simple questions.Your answers do really help me.I will try to perform the analysis according to your guidance.The version Iam using is the Version 6 build 100.I think maybe there are undetected errors in my mod...
- 09 Sep 2013, 07:20
- Forum: 02-Getting started with the modelling
- Topic: A strange issue on the moment of a cantilever
- Replies: 1
- Views: 1226
A strange issue on the moment of a cantilever
<t>Dear all,<br/> Iam performing a nonlinear analysis for a cantilever column.After the time history analysis, I found the moment of the free end of the cantilever column was nonzero value.I can not really understand this phenomenon.The user manual states taht the moment is provided for the end-node...
- 08 Sep 2013, 16:47
- Forum: 04-Unexpected behaviour/errors
- Topic: total modal mass exceeding 100%
- Replies: 3
- Views: 3008
total modal mass exceeding 100%
<t>Hi all,<br/> Recetly,Iam carrying out nonlinear analysis for a simple stack-like structure and meet with several problems as folowing:<br/> Q1:How to output the total mass of the whole structure? Does SeismoStruct have this ability ?<br/> Q2:How to output the step in which the user defined materi...
- 07 Sep 2013, 05:37
- Forum: 05-Future developments & requests
- Topic: Jacketed section
- Replies: 12
- Views: 16679
Re: Jacketed section
Dear Seismosoft Support,
Thank you for your creative suggestion for this interesting question.But how to connect these consistent elements in SeismoStruct.Would you please give me some excellent guidence again?I hope you could help me.
Thank you in advance.
Thank you for your creative suggestion for this interesting question.But how to connect these consistent elements in SeismoStruct.Would you please give me some excellent guidence again?I hope you could help me.
Thank you in advance.
- 25 Aug 2013, 09:37
- Forum: 05-Future developments & requests
- Topic: Jacketed section
- Replies: 12
- Views: 16679
Re: Jacketed section
Dear salar,
Thank you for your reply.But I want to simulate retrofitted section.I hope the next version will include more jacketed section in it.
Thank you for your reply.But I want to simulate retrofitted section.I hope the next version will include more jacketed section in it.
- 24 Aug 2013, 10:59
- Forum: 05-Future developments & requests
- Topic: Jacketed section
- Replies: 12
- Views: 16679
Jacketed section
<t>Dear all,<br/> I am a new user of SeismoStruct and I am performing an IDA analysis for a concrete pier with hollow circular section retrofitted with steel.How to simulate this interesting section in SeismoStruct? Can any body give me some benefinal suggestion for this question?<br/> Thank you in ...
- 19 Aug 2013, 10:42
- Forum: 03-Analytical/modelling capabilities
- Topic: How to simulate the soil-structure interaction
- Replies: 16
- Views: 7140
Re: How to simulate the soil-structure interaction
<t>Hi Muntasir,<br/> Thank you very much for your detailed reply.I will try my best to simulate the SSI according to your useful hint.Would you please give me some revelant literatures on this issue? I think your answer would be bebefinal for me to finish my master's thesis.<br/> Thank you in advanc...
- 13 Aug 2013, 11:29
- Forum: 03-Analytical/modelling capabilities
- Topic: How to simulate the soil-structure interaction
- Replies: 16
- Views: 7140
How to simulate the soil-structure interaction
<t>Hi everyone,<br/> Iam a new user of SeismoStruct.I found this software is great.But it gave me a hot potato.Recently,I am performing a nonlinear analysis of a simple reinforced concrete frame including the soil-structure interaction.But I really do not know how to account for it by using the link...