Search found 821 matches

by z.gronti
07 Mar 2024, 14:31
Forum: 02-Getting started with the modelling
Topic: Modelling of a Nail as a non-linear link element
Replies: 2
Views: 169

Re: Modelling of a Nail as a non-linear link element

Dear Cianmc345, Currently, there are 29 response curves available within SeismoStruct that may be used in a nonlinear link element. One of them that might cover your requirements is the Gen_Hyst response curve, a generic uniaxial response curve characterised by Pinching effect and by four deteriorat...
by z.gronti
28 Feb 2024, 13:22
Forum: 04-Unexpected behaviour/errors
Topic: Incremental Dynamic Analysis
Replies: 28
Views: 5185

Re: Incremental Dynamic Analysis

Dear obaidullah khan, In order for you to be able to define the frequency of output, you should take into account the initial number of increments/steps that have been defined in pre-processing and the number of steps that you want to receive in the output, i.e. in the Post-processor. You may define...
by z.gronti
27 Feb 2024, 11:26
Forum: 04-Unexpected behaviour/errors
Topic: Incremental Dynamic Analysis
Replies: 28
Views: 5185

Re: Incremental Dynamic Analysis

Dear obaidullah khan, The problem is that the output file is too large. I ran the model as it is and the *.srf file is more than 38GB. I would suggest you to reduce the size of the output file by increasing the number of "Frequency of Output" in the Analysis Output tab, split the model to ...
by z.gronti
23 Feb 2024, 10:43
Forum: 04-Unexpected behaviour/errors
Topic: Incremental Dynamic Analysis
Replies: 28
Views: 5185

Re: Incremental Dynamic Analysis

Dear obaidullah khan,

Please download the current version of SeismoStruct v2024-Release 2-Build 30, run the project with the current version, and let us know if you still receive the same behaviour. If you do so, please send us your model to check it.
by z.gronti
22 Feb 2024, 15:12
Forum: 04-Unexpected behaviour/errors
Topic: Incremental Dynamic Analysis
Replies: 28
Views: 5185

Re: Incremental Dynamic Analysis

Dear obaidullah khan,

Could you please check if you use the current version of SeismoStruct v2024-Release 2-Build 30? If so, please check the selected parameters in the IDA Parameters tab of the Pre-Processor.
by z.gronti
21 Feb 2024, 16:22
Forum: 03-Analytical/modelling capabilities
Topic: Concrete Jacket Theoritical Basis
Replies: 5
Views: 253

Re: Concrete Jacket Theoritical Basis

Dear Kirkaguel,

As i mentioned in my previous post, the increase in strength, stiffness and ductility of a retrofitted member results from the consideration of sections with both core, i.e. existing section, and jacket materials (concrete, longitudinal and transverse reinforcement).
by z.gronti
21 Feb 2024, 11:04
Forum: 03-Analytical/modelling capabilities
Topic: Concrete Jacket Theoritical Basis
Replies: 5
Views: 253

Re: Concrete Jacket Theoritical Basis

Dear Kirkaguel, Calculations for jacketed elements for ASCE 41 are based on the same theory as for plain concrete elements. The increase in strength, stiffness and ductility of a retrofitted member results from the consideration of sections with both core and jacket materials (concrete, longitudinal...
by z.gronti
19 Feb 2024, 12:36
Forum: 03-Analytical/modelling capabilities
Topic: Concrete Jacket Theoritical Basis
Replies: 5
Views: 253

Re: Concrete Jacket Theoritical Basis

Dear Kirkaguel,

The Code-based checks and the calculation of the required capacities are calculated according to the selected Code. You may check for the equations used in the User Manual and Help System of the programs.
by z.gronti
29 Jan 2024, 12:57
Forum: 02-Analytical capabilities
Topic: How to correct an earthquake accelerogram?
Replies: 4
Views: 21166

Re: How to correct an earthquake accelerogram?

Dear shreejisteelcorp,

Baseline Correction and Filtering are available in SeismoSpect.

Please be sure that you are aware of the use and features of a specific program when you answer to another user's question, so that to avoid any misinformation and be able to really help other users.
by z.gronti
26 Jan 2024, 13:35
Forum: 03-Analytical/modelling capabilities
Topic: ADDITIONAL MASS
Replies: 1
Views: 652

Re: ADDITIONAL MASS

Dear Christine23, You may add additional loads in Slab elements and in Beams. Please check the units and if the applied value is the correct one. You may also read the List of SeismoBuild Convergence and Divergence Flags and the Tips to Solve Convergence Problems in SeismoBuild's User Manual and Hel...

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