The gap elements are working with only vertical loads applied to the structure (Load case 1: downward UDL = axial compression recorded in columns, Load case 2: upward UDL = negligible tension recorded in columns). However, when I apply a point load at the top of structure, the analysis seem to...
Thank you for the reply,
In order to achieve compression-only behaviour at the link, should I be setting the gap length to 0? I don't quite know what this parameter represents when assigned as a single link (in comparison to double link).
My first time post here.
I am having a problem getting non-linear gap element to work in my SAP2000 (V17.1.1).
I have a simple RC portal frame with a lateral point load pushing the structure over. I have assigned the gap elements to the bottom of column to model compression-only behaviour of...
