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Response of deep reinforced and unreinforced concrete slabs to static and dynamic loading
Experimental study of response of deep, two-way reinforced and plain concrete slabs subjected to static overpressures and to determine response to failure of deep slabs subjected to airblast overpressure in field; static tests were conducted on 21 deep-slab specimens having constant span-to-thickness ratio (L/t) of 4.12; six additional deep-slab specimens were included in field test, with three slabs having L/t ratio of 3.5 and three with ratio of 2.6; procedures for analyzing target vulnerability of structures of this nature are evaluated. (15267)
Response of deep reinforced and unreinforced concrete slabs to static and dynamic loading
Experimental study of response of deep, two-way reinforced and plain concrete slabs subjected to static overpressures and to determine response to failure of deep slabs subjected to airblast overpressure in field; static tests were conducted on 21 deep-slab specimens having constant span-to-thickness ratio (L/t) of 4.12; six additional deep-slab specimens were included in field test, with three slabs having L/t ratio of 3.5 and three with ratio of 2.6; procedures for analyzing target vulnerability of structures of this nature are evaluated. (15267)
Response of deep reinforced and unreinforced concrete slabs to static and dynamic loading
ASCE Annu Nat Meet -- Preprint
Albritton, G.E. (Autor:in)
ASCE Annual and National Meeting on Structural Engineering ; 1968 ; United States , Pittsburgh, PA
1968
32 pages
Aufsatz (Konferenz)
Englisch
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