Hi ssami,
Can you find best solution for doing IDA on a building under mainshock-aftershock sequence?
do you use proposed procedure by kengawk?
Search found 4 matches
- Wed Aug 31, 2016 8:09 am
- Forum: OpenSees.exe Users
- Topic: Mainshock-Aftershock Sequence IDA
- Replies: 3
- Views: 3984
- Sun Nov 22, 2015 11:16 pm
- Forum: OpenSees.exe Users
- Topic: moment resisting frame with steel-concrete column
- Replies: 3
- Views: 3111
moment resisting frame with steel-concrete column
hi i modeled concrete filled steel tube section as a column in moment resisting frame. The nonlinear beam-column element model with distributed nonlinearity is implemented. also, The steel simulated by Steel02 model. i compare my results with experiment. The comparison shows that unreasonable accura...
- Wed Apr 15, 2015 11:01 am
- Forum: OpenSees.exe Users
- Topic: FRP-strengthened RC beam-column joint
- Replies: 1
- Views: 2105
FRP-strengthened RC beam-column joint
Hi everyone Beam-column joints in reinforced concrete framed structures are recognized as most vulnerable structural element subjected to lateral loads. I want to use jacketing technique for strengthening the existing joints of 10 story frame using FRP materials under time history analysis in opense...
- Sat Mar 14, 2015 6:06 am
- Forum: OpenSees.exe Users
- Topic: shear wall-frame system under time history analysis
- Replies: 1
- Views: 2284
shear wall-frame system under time history analysis
Hi everybody I want to model reinforced concrete shear wall-frame interactive system under time history analysis. Considerable investigations have been carried out in the field of RC shear wall using Flexure-Shear Interaction Displacement-Based Beam-Column Element. I read in command manual that Flex...