Anyone can elaborate about the blast resistant design for Steel Structures in STAAD. Any video/document related to blast resistant design, parameters to be considered for loading, load combinations with blast load, limiting values, etc will be helpful.
Thanking you in anticipation.
Aditionally you may refer the below link of a paper which may be helpful.
https://iaeme.com/MasterAdmin/Journal_uploads/IJCIET/VOLUME_8_ISSUE_3/IJCIET_08_03_076.pdf