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.
Please refer to -
Blast Loading
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