shemp
Structural
- Mar 4, 2002
- 56
I am planning on learning blast design during the next few months and will hopefully attend a one week seminar on TM 5-1300 next month. My question, addressed to the blast design engineers who visit this site (if there are any), is considering that TM 5-1300 was last updated in 1990, what is the current state of the art for blast design? With the advent of 3d non-linear dynamic finite element programs, it seems to me that yield line theory is becoming outdated. Any thoughts?
Also, does anyone know what document is referenced for the planning/design of embassies?
Also, does anyone know what document is referenced for the planning/design of embassies?