Seismosoft | Earthquake Engineering Solutions

thanks so much for nice reply

hi Please help me about define spectrum (from file) for matching and scaling. should I multiply values of spectrum by 1.4 before matching as UBC cobe said " (SRSS) Of The Two Horizontal Components Should Not Be Less Than 1.4 The Design Spectrum Ordinates In The Range From 0.2T To 1.5T (UBC 1997...

thanks for nice reply

Hi
could you please help me.
I want to model a 2D frame with only tension X brace (with bar section).
How can I model Pinching behavior of brace?
is there any special specially material or element for this?
is there any example to help me?
thanks a lot

Hi
could you please help me.
I want to model a 2D frame with only tension X brace.
How can I model Pinching behavior of brace?
is there any special specially material or element for this?
is there any example to help me?
thanks a lot

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​Dear Seismosoft group, Unfortunately, I didn't obtain academic license for "Seismomatch" software when I enter my academic email. So according to appeared message I send this email for you. Please give me license code for"Seismomatch" software. Program: Seismomatch Name: mehrsa ...