Search found 6 matches
- Sun Nov 19, 2017 10:56 pm
- Forum: Reliability Analysis
- Topic: how to use NEES ?
- Replies: 0
- Views: 7433
how to use NEES ?
how to use Opensees in NEESHub after registration?
- Mon Aug 21, 2017 1:29 am
- Forum: OpenSees.exe Users
- Topic: Please provide details about rayleigh damping in OpenSEES?
- Replies: 3
- Views: 4011
Re: Please provide details about rayleigh damping in OpenSEE
How to calculate mass proportional and stiffness proportional damping. ? And what is the role of eigen analysis. ?
- Sun Aug 20, 2017 10:25 pm
- Forum: OpenSees.exe Users
- Topic: How to apply cyclic load on shallow foundation in OpenSees?
- Replies: 3
- Views: 4518
Re: How to apply cyclic load on shallow foundation in OpenSe
Hello. Thanks for replying. I have applied a pulse of 100000 cycles "timeseries pulse 1 0 100000 -factor 70". Is there anything regarding Rayleigh damping. ? I have not applied any Rayleigh damping.
- Fri Aug 18, 2017 3:01 am
- Forum: OpenSees.exe Users
- Topic: question about eigen analysis?
- Replies: 1
- Views: 2174
question about eigen analysis?
is eigen value analysis is mandatory for soil structure interaction problems?
- Fri Aug 18, 2017 12:12 am
- Forum: OpenSees.exe Users
- Topic: Please provide details about rayleigh damping in OpenSEES?
- Replies: 3
- Views: 4011
Please provide details about rayleigh damping in OpenSEES?
how to apply rayleigh damping in opensees, when a pulse load is applied on a shallow foundation.
- Thu Aug 17, 2017 10:32 pm
- Forum: OpenSees.exe Users
- Topic: How to apply cyclic load on shallow foundation in OpenSees?
- Replies: 3
- Views: 4518
How to apply cyclic load on shallow foundation in OpenSees?
A shallow foundation is modeled using BNWF model. but when a pulse time series(1 cycle/sec) is applied in vertical direction the displacement is constant after almost 1000 cycles. what can be done to find a plot between number of cycles versus settlement of shallow foundation????