Seismosoft | Earthquake Engineering Solutions

<r>Thank you for accepting my suggestion. The main difference between the Monti-Nuti and the Dhakal model is that the first is more complicated to be inputed but it is suitable for cyclic loading; in other hand the Dhakal model is very simple, defined just on the basis of the L/d ratio (ratio ...

<t>I would like to suggest the implementation of the constitutive law of Dhakal and Maekawa for steel in compression, which includes buckling effects. Reference can be made to the following paper:<br/>
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Dhakal, R. and Maekawa, K. (2002). "Modeling for Postyield Buckled of Reinforcement" J ...

I am a new user of SeismoStruct and I am sorry if the current question has been already replied. Can be customized stress-strain laws introduced in Seismostruct, for both concrete and steel?
Thank you