how to apply non uniform wind load pressure using dload/dsload in abaqus
how to apply non uniform wind load pressure using dload/dsload in abaqus
(OP)
hello everybody
i am a new user to abaqus software. i am working on the effect of wind load on high rise towers in abaqus. i know how the wind pressure varies with height but i am facing problems in applying it in abaqus. how should i write a subroutine for wind load varying with height for example for a column of certain height ? please help...
thank you
i am a new user to abaqus software. i am working on the effect of wind load on high rise towers in abaqus. i know how the wind pressure varies with height but i am facing problems in applying it in abaqus. how should i write a subroutine for wind load varying with height for example for a column of certain height ? please help...
thank you





RE: how to apply non uniform wind load pressure using dload/dsload in abaqus
See CAE Manual 58.2 Using analytical expression fields