These lectures in linear and non-linear site response are awesome... You have the gift of teaching and putting complicated matters in simple and clear terms which is one of the most difficult tasks a teacher could have, GREAT JOB!!
Thank you Prof. Franke for this wonderful lecture. I do see more agreement when running PM4Sand/PDMY Constitutive models based 2D SRA (Opensees so-called free field analysis) and deepsoil effective stress based 1D NL SRA than just total stress based EL especially at large strains.
![โรงเรียนตอนตี 2 โคตรหลอน..!! [โรงเรียนไดเม่]](http://i.ytimg.com/vi/2MAEMwqVYh8/mqdefault.jpg)
These lectures in linear and non-linear site response are awesome... You have the gift of teaching and putting complicated matters in simple and clear terms which is one of the most difficult tasks a teacher could have, GREAT JOB!!
Thank you Prof. Franke for this wonderful lecture. I do see more agreement when running PM4Sand/PDMY Constitutive models based 2D SRA (Opensees so-called free field analysis) and deepsoil effective stress based 1D NL SRA than just total stress based EL especially at large strains.
Hey, do you have a video on deep soil or shake?
what tool or equipment you are using to write the slides manually?