Infill panel
Posted: 06 May 2015, 13:06
Dear seismosoft support,
I have a single story single bay steel frame with infill panel, and I would like to add the current infill panel to a multistorey steel frame which is attached https://www.dropbox.com/s/h866pk5t3dos2 ... 1.spf?dl=0, and run the static time-history analysis.
For the struct curve and shear curve parameters, could I just copy them from the infill panel in current single story frame to multistorey?
I understand I should recalculate the strut area 1 in multistorey frame instead of using the strut area in single frame. However, I am not sure whether I should also recalculate the equival contact length hz, horiz. offset and vert. offset? For example, the current parameters for infill panel in single frame is:
Equival. contact: 25.4
Horiz. offset:0.3
Verti. offset: 0.3
If I recalculate these with the multistorey frame, it would change to:
Equival. contact: 16
Horiz. offset: 2.6
Verti. offset: 6.5
Which one should I use for multistorey? Thank you very much.
I have a single story single bay steel frame with infill panel, and I would like to add the current infill panel to a multistorey steel frame which is attached https://www.dropbox.com/s/h866pk5t3dos2 ... 1.spf?dl=0, and run the static time-history analysis.
For the struct curve and shear curve parameters, could I just copy them from the infill panel in current single story frame to multistorey?
I understand I should recalculate the strut area 1 in multistorey frame instead of using the strut area in single frame. However, I am not sure whether I should also recalculate the equival contact length hz, horiz. offset and vert. offset? For example, the current parameters for infill panel in single frame is:
Equival. contact: 25.4
Horiz. offset:0.3
Verti. offset: 0.3
If I recalculate these with the multistorey frame, it would change to:
Equival. contact: 16
Horiz. offset: 2.6
Verti. offset: 6.5
Which one should I use for multistorey? Thank you very much.