The OpenSees Community

Thanks it was helpful

is it legal to do this. I don't think so

What is it?

Thanks for sharing the issues, I will look for the solution

You can go with laravel or sympony

Improper constraints found

CycLiqCPSP material is a constitutive model for sand with special considerations for cyclic behaviour and accumulation of large post-liquefaction shear

The cracked moment of inertia is calculated in general to locate the neutral axis for a transformed section. Concept of cracked moment of inertia is applied in case of transformed beams. A beam is transformed completely from steel area to concrete area by multiplying the modular ratio m to the area ...

With the right-click menu either selecting and assign>Frame>End Length Offsets the user can change the default "Auto" Option and set manually the value equal to the half of the column width. After that the design turn out normal for the Beams

The model shows some error, work on node displacement

This command is used to construct a zeroLength element object, which is defined by two nodes at the same location. The nodes are connected by multiple UniaxialMaterial objects to represent the force-deformation relationship for the element.

Thank for the information

Thank you for the information

thanks a lot!