“…In early applications, the P-I diagrams derived from the analysis of blast damaged brick houses were applied for the assessment of small civil and industrial buildings (Jarrett). Further attempts to derive P-I diagrams for structures, humans and military targets using experimental, analytical and numerical methods were made in 1950's (Symonds, 1953;Hodge, 1956), 60's (Sperrazza, 1963;Johnson, 1967;Bowen et al, 1968;Richmond et al, 1968;White, 1968), 70's (Damon et al, 1970;Youngdahl, 1970;White et al, 1971;Baker, 1973;Westine and Baker, 1975;Westine and Cox, 1975;Abrahamson and Lindberg, 1976;BRL, 1976;Schumacher and Cummings, 1977;Baker et al, 1978) and 80's (Baker et al, 1983;Command, 1986;Zhu et al, 1986). Nowadays, the P-I diagram method is used for the assessment of the loading regime, the ultimate load and the post-loading condition of structures subjected to blast loads (Hodge, 1956;Abrahamson and Lindberg, 1976;Baker et al, 1978;Baker et al, 1983; Departments of the Army, 1990;TNO, 1992;USDE, 1992;Mays and Smith, 1995;CCPS, 1996;ASCE, 1997;Q.…”