Search found 15 matches
- 30 Apr 2023, 16:01
- Forum: 02-Getting started with the modelling
- Topic: infill walls example
- Replies: 1
- Views: 3532
infill walls example
Hello, I am writing a thesis about the importance of walls in structural design. I am conducting my analyses using Seismostruct program. I am using the structure wizard in the program to design the structure. I have read the Seismo help menu regarding wall design. However, there were some parts that ...
- 22 Dec 2022, 18:02
- Forum: 02-Getting started with the modelling
- Topic: infill walls
- Replies: 14
- Views: 9231
Re: infill walls
Okey thank u....
- 21 Dec 2022, 13:35
- Forum: 02-Getting started with the modelling
- Topic: infill walls
- Replies: 14
- Views: 9231
Re: infill walls
https://we.tl/t-cd6TKXF0ix
in my modells What is the wrong ,you can say me ...Thankk u
in my modells What is the wrong ,you can say me ...Thankk u
- 21 Dec 2022, 13:01
- Forum: 02-Getting started with the modelling
- Topic: infill walls
- Replies: 14
- Views: 9231
Re: infill walls
Yes I did I do subdivide the columns to two members, one below the windows and one at the height of the windows.But
but I still can't observe the short column effect of the wall as long as I can't make a rigid connection
https://www.hizliresim.com/p5bwvel
https://www.hizliresim.com/2frpqia ...
but I still can't observe the short column effect of the wall as long as I can't make a rigid connection
https://www.hizliresim.com/p5bwvel
https://www.hizliresim.com/2frpqia ...
- 20 Dec 2022, 12:58
- Forum: 02-Getting started with the modelling
- Topic: infill walls
- Replies: 14
- Views: 9231
Re: infill walls
Hi again
I have written to you before but I wanted to remind my problem because I thought solve my problem but my advisor didn’t think……
I'm doing a master's degree .Now,I study to prepare a thesis. I'm examining a heavily damaged building with using Seismostructure in my thesis. The first floor ...
I have written to you before but I wanted to remind my problem because I thought solve my problem but my advisor didn’t think……
I'm doing a master's degree .Now,I study to prepare a thesis. I'm examining a heavily damaged building with using Seismostructure in my thesis. The first floor ...
- 03 Nov 2022, 15:00
- Forum: 02-Getting started with the modelling
- Topic: infill walls
- Replies: 14
- Views: 9231
Re: infill walls
Thanks you for answer and help..
- 02 Nov 2022, 13:52
- Forum: 02-Getting started with the modelling
- Topic: infill walls
- Replies: 14
- Views: 9231
Re: infill walls
I didn't want to model the short column.I wanted to show that it behaves like a short column.
I wanted to show that there is a lot of force coming to the column part in next to walls which have ribbon windows.
Yes I did.I deleted the short columns within SeismoStruct and modify my model ...
I wanted to show that there is a lot of force coming to the column part in next to walls which have ribbon windows.
Yes I did.I deleted the short columns within SeismoStruct and modify my model ...
- 01 Nov 2022, 20:38
- Forum: 02-Getting started with the modelling
- Topic: infill walls
- Replies: 14
- Views: 9231
Re: infill walls
Note that you can use the Building Modeller to model RC frames with infilled walls of any height. If the infill is lower than the column height, the Building Modeller automatically subdivides the column and forms the short column
Seismosoft Support
Hi..again yes you right.. If the infill is ...
- 01 Nov 2022, 00:19
- Forum: 02-Getting started with the modelling
- Topic: infill walls
- Replies: 14
- Views: 9231
Re: infill walls
Thank uu..Okay I use Building Modeller and column was divided two part and formed short column ...
- 31 Oct 2022, 13:31
- Forum: 02-Getting started with the modelling
- Topic: infill walls
- Replies: 14
- Views: 9231
Re: infill walls
Hi ...I examine thıs form then
I noticed the deficiency in my project...This is rigid connection ..Then I tried and
I got the result I wanted when I assigned a rigid connection with columns to the parts where there are walls in the constraints section of the preprocessor.
I think My problem is ...
I noticed the deficiency in my project...This is rigid connection ..Then I tried and
I got the result I wanted when I assigned a rigid connection with columns to the parts where there are walls in the constraints section of the preprocessor.
I think My problem is ...