creation of lateral load for pushover analysis
Moderators: silvia, selimgunay, Moderators
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- Posts: 8
- Joined: Fri Oct 10, 2008 8:18 am
- Location: Hartford, CT, USA
creation of lateral load for pushover analysis
Hi,
I want to create new load pattern for lateral pushover load in "BuildingTcl release 1.4", but I could not find the definition of the lateral load pattern. There are just 2 options: "linear" , "constant".
In opensees inside of the exmaples I found the lateral load for pushover analysis and I wrote them here.
# Reference lateral load for pushover analysis
set HloadLevel1 [expr $Weight/(3*2+3)];
set HloadLevel2 [expr 2*$Weight/(3*2+3)]; # refrence(2D frame -- pushover analysys -- nonlinear bc -- P-delta)
# create load pattern for lateral pushover load
set Hload [expr $Weight/2]; #Refrence(Ex4.Portal2D.analyze.Static.Push.tcl)
Can you tell me how can I create the same lateral load for puhover analysis in "BuilidngTcl"
Thanks
Sarwari
I want to create new load pattern for lateral pushover load in "BuildingTcl release 1.4", but I could not find the definition of the lateral load pattern. There are just 2 options: "linear" , "constant".
In opensees inside of the exmaples I found the lateral load for pushover analysis and I wrote them here.
# Reference lateral load for pushover analysis
set HloadLevel1 [expr $Weight/(3*2+3)];
set HloadLevel2 [expr 2*$Weight/(3*2+3)]; # refrence(2D frame -- pushover analysys -- nonlinear bc -- P-delta)
# create load pattern for lateral pushover load
set Hload [expr $Weight/2]; #Refrence(Ex4.Portal2D.analyze.Static.Push.tcl)
Can you tell me how can I create the same lateral load for puhover analysis in "BuilidngTcl"
Thanks
Sarwari
first of all, you should use the latest BuildingTcl, i have fixed a few bugs along the way.
for the load pattern, right now only the linear load pattern is available, however, this is for a linear mode shape. The lateral-load distribution is proportional to the floor weight times height divided by the total sum of weight*height.
for the load pattern, right now only the linear load pattern is available, however, this is for a linear mode shape. The lateral-load distribution is proportional to the floor weight times height divided by the total sum of weight*height.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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- Posts: 8
- Joined: Fri Oct 10, 2008 8:18 am
- Location: Hartford, CT, USA
creation of lateral load for pushover analysis
Hi Silvia,
Thanks from your reply.
Can you write me the loacation of the file which includes lateral load disturbution in BuildingTcl 1.5.
Sincerely
Sarwari
Thanks from your reply.
Can you write me the loacation of the file which includes lateral load disturbution in BuildingTcl 1.5.
Sincerely
Sarwari
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- Posts: 8
- Joined: Fri Oct 10, 2008 8:18 am
- Location: Hartford, CT, USA
Shear strenght ratio
Hi Silvia,
I am analysing a RC frame with BuildingTcl.v. 1.5. I used linear load distribution(triangular) in Pushover analysis. The ratio of the shear strenght to the weight of the RC frame is 0.30. How can I divide the lateral forces into this ratio. Also I would like to know the ratio of shear strenght/weight in RC test 2D frame in BuildingTcl.v.1.5.
Thanks
Sarwari
I am analysing a RC frame with BuildingTcl.v. 1.5. I used linear load distribution(triangular) in Pushover analysis. The ratio of the shear strenght to the weight of the RC frame is 0.30. How can I divide the lateral forces into this ratio. Also I would like to know the ratio of shear strenght/weight in RC test 2D frame in BuildingTcl.v.1.5.
Thanks
Sarwari