Thank you for your response.
1.Just to clarify further, when you mention that link elements are used to connect the infill panel to the surrounding concrete members, is this limitation specifically intended for reinforced concrete frames only? How should the same modelling strategy be extended to ...
Search found 3 matches
- 06 Jun 2026, 19:15
- Forum: 03-Analytical/modelling capabilities
- Topic: Modeling Link connection between frame and infill walls
- Replies: 3
- Views: 55
- 06 Jun 2026, 16:00
- Forum: 03-Analytical/modelling capabilities
- Topic: Modeling Link connection between frame and infill walls
- Replies: 3
- Views: 55
Modeling Link connection between frame and infill walls
Dear SeismoSoft Support Team,
I am currently working on a research project involving the nonlinear modelling of Autoclaved Aerated Concrete (AAC) infill panels in SeismoStruct and would appreciate your guidance regarding the modelling of frame–infill interaction while considering the construction ...
I am currently working on a research project involving the nonlinear modelling of Autoclaved Aerated Concrete (AAC) infill panels in SeismoStruct and would appreciate your guidance regarding the modelling of frame–infill interaction while considering the construction ...
- 02 Jul 2022, 21:39
- Forum: 04-Future developments & requests
- Topic: Target spectrum
- Replies: 3
- Views: 50149
Target spectrum
In SeismoMatch version 22, the software does not correctly calculate the design spectrum according to the ASCE7-16. for example, it calculates the SD1 parameter incorrectly for soil type D with SS=1.979 and S1=0.705. Please check and correct the spectrum formulation of ASCE7-16.