iso2spring

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

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ionsergis
Posts: 8
Joined: Mon Jan 19, 2015 3:36 pm
Location: ENPC

iso2spring

Post by ionsergis »

Hello everyone,

Has anybody used the iso2spring in Opensees ? I want to calculate the periods of my structure and i read that i have to do firstly a static analysis. I have done it and the vertical period is correct but i apply only a vertical load. How is the first period (horizontal) is calcultated ? ( I have a simple model of two nodes )

Thanks in advance
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