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air blast arch or dome assumed atomic weapons Average Overpressure axial load bars Bond Stress buried and semiburied buried structure carry the static circular sections columns and wa11s computed in step design of structure design procedure Design the roof designed to resist determine the dynamic dome ribs dynamic analysis dynamic earth overpressures dynamic load factor dynamic reaction earth cover Elastic range Elasto-plastic range element is increased girders grade elevation ground surface inertia investigate their resistance kip-ft kips kips/ft load computation load curves loads and investigate mass of earth maximum dynamic load midspan necessary to carry negative steel positive steel purlins or beams rectangular structure roof elements roof section roof to carry section as necessary semiburied structures she11-type structures shear Shear Strength shell-type soil static design static plus dynamic Strength of materials Strengthen the roof structures to resist support the static tee beam Type of construction underground structures weight
Page 1 - Design of Structures to Resist the Effects of Atomic Weapons, Buried and Semiburied Structures," TM 5-856-9, Headquarters, Department of the Army, March 1965, Washington, DC. 5. Johansen, KW, Brudlinieteorler, Copenhagen, 1943; English Translation, "Yield Line Theory," Cement and Concrete Association, London, 1962.