Search found 8 matches
- Wed Dec 03, 2025 6:45 pm
- Forum: Analysis
- Topic: nonlinear soil
- Replies: 0
- Views: 54
nonlinear soil
dear, can anyone help me to find my mistake i tried to model linear soil and nonlinear, there no change in displacement both are the same.
- Mon Dec 01, 2025 12:33 pm
- Forum: Analysis
- Topic: vertical earthquake analysis
- Replies: 3
- Views: 123
Re: vertical earthquake analysis
i fixed the soil now i have the compilate model for SPSS, but i have problem with the vertical displacement is zero can you help me to find the mistake
- Sat Nov 22, 2025 6:44 pm
- Forum: Analysis
- Topic: vertical earthquake analysis
- Replies: 3
- Views: 123
Re: vertical earthquake analysis
Thank you for the feedback.
Regarding the issue: I noticed that the input acceleration at the base and the output (recorded) acceleration at the same location are not identical. My understanding is that for a correct implementation of the boundary conditions, the input motion and the response at the ...
Regarding the issue: I noticed that the input acceleration at the base and the output (recorded) acceleration at the same location are not identical. My understanding is that for a correct implementation of the boundary conditions, the input motion and the response at the ...
- Sat Nov 15, 2025 10:55 am
- Forum: Analysis
- Topic: vertical earthquake analysis
- Replies: 3
- Views: 123
vertical earthquake analysis
hello dear, i am working on the effective of vertical earthquake and i am modeling the soil the problem is the input and output at base not the same i try to reduce mesh, but same things, can you help me to solve this?
- Mon Aug 04, 2025 5:53 pm
- Forum: Analysis
- Topic: analysis take along time
- Replies: 1
- Views: 1855
analysis take along time
hello, can you help me to find out why the analysis take more than 10h to finish.
- Thu Jul 31, 2025 3:06 pm
- Forum: Analysis
- Topic: Run Analysis
- Replies: 1
- Views: 1920
Run Analysis
can i get help to fix this (WARNING: CTestNormDispIncr::test() - failed to converge
after: 100 iterations current Norm: 0.000120886 (max: 0.0001, Norm deltaR: 514.632)
NewtonRaphson::solveCurrentStep() -the ConvergenceTest object failed in test()
StaticAnalysis::analyze() - the Algorithm failed at ...
after: 100 iterations current Norm: 0.000120886 (max: 0.0001, Norm deltaR: 514.632)
NewtonRaphson::solveCurrentStep() -the ConvergenceTest object failed in test()
StaticAnalysis::analyze() - the Algorithm failed at ...
- Wed Jul 30, 2025 8:51 am
- Forum: Get Started Discussion
- Topic: Run Analysis
- Replies: 5
- Views: 2540
Re: Run Analysis
can i get help to solve this (
WARNING - ForceBeamColumn3d::update - failed to get compatible element forces & deformations for element: 24(dW: << -nan(ind), dW0: 9.03352e+06)
Domain::update - domain failed in update
DisplacementControl::newStep - model failed to update for new dU
StaticAnalysis ...
WARNING - ForceBeamColumn3d::update - failed to get compatible element forces & deformations for element: 24(dW: << -nan(ind), dW0: 9.03352e+06)
Domain::update - domain failed in update
DisplacementControl::newStep - model failed to update for new dU
StaticAnalysis ...
- Sun Feb 02, 2025 10:52 am
- Forum: Condition
- Topic: Rocking wall and zero length elements
- Replies: 6
- Views: 3849
webinar_ssi_06_04_2020
hi, i have problem when i am running this model
WARNING ZeroLength::setDomain(): Element 28379 has L= 50, which is greater than the tolerance
WARNING ZeroLength::setDomain(): Element 28380 has L= 50, which is greater than the tolerance
WARNING ZeroLength::setDomain(): Element 28381 has L= 50, which ...
WARNING ZeroLength::setDomain(): Element 28379 has L= 50, which is greater than the tolerance
WARNING ZeroLength::setDomain(): Element 28380 has L= 50, which is greater than the tolerance
WARNING ZeroLength::setDomain(): Element 28381 has L= 50, which ...