Engineering and Design: Design of Structures to Resist the Effects of Atomic Weapons : Buried and Semiburied Structures |
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air-burst arch or dome Assume atomic weapons Bond Stress buried and semiburied buried structure carry the static columns and walls compression steel Deflection and Dynamic design procedure designed to resist Determination of Maximum dynamic analysis Dynamic Design Factors dynamic earth Dynamic Investigation dynamic loading dynamic reaction earth cover earth overpressure versus Elastic range Elasto-plastic range Equivalent Properties figure floor Girder Properties ground surface horizontal in.²/ft inertia INTERIOR COLUMN investigate their resistance k₁ kip-ft kip-ft/ft kips load computation load curves Maximum Deflection maximum dynamic midspan mK LM moment of inertia necessary to carry negative steel positive steel purlins or beams rectangular structure Revised Girder roof elements roof slab semiburied structures Shear Strength shell-type structures soil span Static Design static loads static plus dynamic stirrups Strength and Bond Strength of materials Strengthen surcharge tee beam Type of construction vertical Σο
Popular passages
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.
Page 1 - Effects Data EM 1110-345-414 Strength of Materials and Structural Elements EM 1110-345-415 Principles of Dynamic Analysis and Design...