I am trying to do a linear elastic seismic analysis in module ASE using a previously defined halfspace linear stiffness in module HASE. I am using extended pile function and somehow not able to solve the eigenvalues in ASE. Below I will paste the teddy input. I will be very grateful if you have an answer on this matter. Thanks in advance!
+PROG ASE urs:28.1 $ CALCULATION OF EIGENVALUES
HEAD Calculation Of Eigenvalues
ECHO EIGE YES
ECHO GRP FULL
CTRL OPT SOLV VAL -
CTRL MCON 3
EIGE NEIG #NUMB_EIGE ETYP SIMU NITE - MITE - LC 8001