Search found 38 matches

by sanya greek
19 Feb 2020, 11:11
Forum: 02-Getting started with the modelling
Topic: Transverse reinforcement
Replies: 1
Views: 12

Transverse reinforcement

Hello! I need a help with modeling of a beam. For example, the length of my beam is 3 meters. https://i.imgur.com/OKontLH.jpg At the first meter of beam i want to put Transverse reinforcement with bars 6 mm and spacing 20 cm, at the second meter of beam i want to put Transverse reinforcement with ba...
by sanya greek
19 Feb 2020, 09:32
Forum: 03-Analytical/modelling capabilities
Topic: Start/Middle/End of Elements
Replies: 4
Views: 14

Re: Start/Middle/End of Elements

sanya greek wrote:
19 Feb 2020, 09:20
I just read Theoretical Background and Modeling - Material Inelasticity. In my situation, how many integration section used? 3 integration sections?

Thank you!
And how can i change the number of integration sections in FB element?

Thanks!:)
by sanya greek
19 Feb 2020, 09:20
Forum: 03-Analytical/modelling capabilities
Topic: Start/Middle/End of Elements
Replies: 4
Views: 14

Re: Start/Middle/End of Elements

I just read Theoretical Background and Modeling - Material Inelasticity. In my situation, how many integration section used? 3 integration sections?

Thank you!
by sanya greek
18 Feb 2020, 15:45
Forum: 03-Analytical/modelling capabilities
Topic: Start/Middle/End of Elements
Replies: 4
Views: 14

Start/Middle/End of Elements

Hello!

When i put reinforcement into the elements, the program offers to put in Start/Middle/End of Element.
How can i know the length of each part of element (the length of start part, the length of middle part, the length of end part)?

Thank you!!!
by sanya greek
12 Feb 2020, 11:05
Forum: 03-Analytical/modelling capabilities
Topic: From Step Output to EXEL
Replies: 2
Views: 18

From Step Output to EXEL

Hello!

I want to export the results from Step Output to EXEL. I found only "Export to Text file". I did this export, but after i can not to copy and paste the results becouse everything is confused.
Image

What can i do to put all results to EXEL?

Thank you!
by sanya greek
08 Feb 2020, 11:49
Forum: 03-Analytical/modelling capabilities
Topic: θy and θu for members
Replies: 2
Views: 38

θy and θu for members

Hello! After the Pushover analysis, where in the Code-Based Capacity checks i put Chord_Rotation_capacity with 1.Life_safety(B) 2.Immediate Occupancy(A) 3.Collapse Prevention(C), i took the results in Post-Processor-->Code-based Checks. For example, i select in Code-Based Check Name --> Collapse Pre...
by sanya greek
08 Feb 2020, 10:33
Forum: 03-Analytical/modelling capabilities
Topic: Results beetwen seismostruct and othe software
Replies: 2
Views: 36

Re: Results beetwen seismostruct and othe software

Currently, I am evaluating an 8-level building using a pushover type nonlinear analysis, comparing the results between the seismostruct 2018 and etabs 2016 software, finding disturbing results, for example in seismostruct I get a period of 0.53 seconds for the first vibration mode, while in etabs f...
by sanya greek
04 Feb 2020, 22:17
Forum: 03-Analytical/modelling capabilities
Topic: Stiffness
Replies: 0
Views: 23

Stiffness

Hello! For my graduate work i must to use KAN.EPE (greek codes)so i want to ask you: 1.What stiffnes of elements the programm use ? 2. The diagrams of elements with chord rotation the programm account before analysis or make a check in the end of analysis by final stiffness? And if it possible to se...

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