I read this website about LimitStateMaterial , http://opensees.berkeley.edu/wiki/index ... ynamic.tcl
but I can not understand why a soft spring is used here? Thank you.
#soft spring to take axial load after failure
uniaxialMaterial Elastic $softMatTag 99.9
element zeroLength 4 4 5 -mat $softMatTag -dir 2
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# Define the zero-length end springs
####################################
#rigid material
uniaxialMaterial Elastic $rigidMatTag 9.9e9
#bottom of column slip spring
element zeroLength 1 1 2 -mat $rigidMatTag $rigidMatTag $centerSlipTag -dir 1 2 6
#top of column springs incl shear and axial
element zeroLength 3 3 4 -mat $shearTag $axialFailTag $centerSlipTag -dir 1 2 6
#soft spring to take axial load after failure
uniaxialMaterial Elastic $softMatTag 99.9
element zeroLength 4 4 5 -mat $softMatTag -dir 2
question about the zero-length end springs
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