Search found 821 matches

by z.gronti
13 Nov 2023, 14:09
Forum: 04-Unexpected behaviour/errors
Topic: Access Violation at address
Replies: 1
Views: 4422

Re: Access Violation at address

Dear sm3082,

Please download SeismoStruct from Seismosoft's official website and install it again.

You may find all the setup files for Seismosoft's programs in the following link:
https://seismosoft.com/products/download/
by z.gronti
30 Oct 2023, 13:49
Forum: 02-Getting started with the modelling
Topic: Basement Storeys
Replies: 5
Views: 5221

Re: Basement Storeys

Thank you. I have another question, I want to check the displacements values for four different points in the structure for each mode when i do the modal analysis. So, check the displacements for 4 different points in each mode (there are 10). I can't see a way to this easily. How do I do this? Dea...
by z.gronti
30 Oct 2023, 13:39
Forum: 02-Getting started with the modelling
Topic: Basement Storeys
Replies: 5
Views: 5221

Re: Basement Storeys

Dear LucasNabais, If you use the Building Modeller facility to create your model, you may select the slab and check its support conditions and its edges at its properties window. In case you use SeismoStruct main program to create your model, you should check if the columns' nodes are included in th...
by z.gronti
24 Oct 2023, 12:59
Forum: 04-Unexpected behaviour/errors
Topic: Target displacement EC8
Replies: 1
Views: 2406

Re: Target displacement EC8

Dear fsapostolou,

If you export the Report of your model in SeismoBuild, you will get the values for dt*, det* and dt which is equal to Γdt*, as it is written in SeismoBuild's User Manual and Help System.
by z.gronti
16 Oct 2023, 06:45
Forum: 03-Analytical/modelling capabilities
Topic: Shear Capacity Checks
Replies: 5
Views: 4379

Re: Shear Capacity Checks

Dear fsapostolou, The member's forces affect the shear capacity of a wall member, as you may see in the equation used for the calculation of the shear capacity, available in SeismoBuild's Help System and User Manual. Different analysis result in different member forces, hence result in different she...
by z.gronti
27 Sep 2023, 10:40
Forum: 02-Getting started with the modelling
Topic: infill wall
Replies: 1
Views: 2635

Re: infill wall

Dear zhangjun, You should connect the infill to the same nodes with the adjacent columns and beams. You may also assign Horizontal and Vertical offsets to account for the depth of the frame members. You may read the SeismoStruct's User Manual or Help System for further details. You may find models w...
by z.gronti
12 Sep 2023, 11:22
Forum: 02-Getting started with the modelling
Topic: Brick Masonry
Replies: 5
Views: 4440

Re: Brick Masonry

Dear obaidullah khan

As it is written in SeismoStruct's User Manual: "Masonry spandrel section - mss. This is a section frequently adopted for the modelling of coupling beams between two wall elements.".
by z.gronti
21 Aug 2023, 11:08
Forum: 02-Getting started with the modelling
Topic: How can materials other than the ones already defined be used in the building modeler?
Replies: 1
Views: 1810

Re: How can materials other than the ones already defined be used in the building modeler?

Dear minhajulBP, In the Modelling Parameters module of each member you import to the Building Modeller, you may modify the material models used for the specific member, concrete and steel models may be selected. The default option may be modified and it is the one selected in the Advanced Building M...
by z.gronti
11 Aug 2023, 08:59
Forum: 03-Analytical/modelling capabilities
Topic: Regarding Infill Walls
Replies: 1
Views: 2578

Re: Regarding Infill Walls

Dear fernnie_gae,

There are no automatic checks for infill walls available in the current release of SeismoBuild.
In order to check things, go to the post-processor and extract the element results for the infills (Infill Panel Forces & Infill Panel Deformations).
by z.gronti
19 Jul 2023, 09:16
Forum: 02-Getting started with the modelling
Topic: Define yielded rebar in materials
Replies: 11
Views: 9458

Re: Define yielded rebar in materials

Dear ESTRUCTO, In the material properties, the lower-bound strength and the mean strength are available. The mean strength is the result of the multiplication of the lower-bound strength with the factors you mentioned. In the Code-based checks, the values required by ASCE 41 are used, i.e. the mean ...

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