My thesis is about the nonlinear dynamic analysis of steel plate shear walls with the moment resisting special frame. the structure is in the high seismicity area.considering that in modeling with the strip model. for strip model elements I want:
my Request is: $s1p $e1p $s2p $e2p <$s3p $e3p>
I have more detail:
$pinchX: 0.2
$pinchY: 0.8
$damage1: 0.0
$damage2: 0.0
$betaMUsteel: 0.0
$s1n $e1n $s2n $e2n <$s3n $e3n=0.0
uniaxialMaterial Hysteretic $matTag $s1p $e1p $s2p $e2p <$s3p $e3p> $s1n
$e1n $s2n $e2n <$s3n $e3n> $pinchX $pinchY $damage1 $damage2
<$beta>