Design Criteria for Deflection Capacity of Conventionally reinforced Concrete Slabs. Phase III. Summary of Design Criteria and Design and Construction Details - Design Examples.

Abstract

A design procedure is given for one-way and two-way standard reinforced concrete slabs allowed to respond to incipient collapse under blast loads. When tensile membrane action can be developed, larger incipient collapse deflections can be used in design than are currently allowed in the design manual. Design and construction requirements are specified to insure adequate tensile membrane resistance. A supplement is proposed for consideration as a supplement to the design manual.

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Document Details

Document Type
Technical Report
Publication Date
Oct 01, 1980
Accession Number
ADA091616

Entities

People

  • Arnaldo T. Derecho
  • Takehira Takayanagi

Tags

Communities of Interest

  • Air Platforms
  • Ground and Sea Platforms
  • Human Systems

DTIC Thesaurus Topics

  • Blast
  • Blast Loads
  • Civil Engineering
  • Construction
  • Design Criteria
  • Engineering
  • Equations
  • Experimental Data
  • Explosions
  • Geometry
  • High Pressure
  • Impulse Loading
  • Kinetic Energy
  • Materials
  • Payload
  • Random Variables
  • Reinforced Concrete

Readers

  • Mechanical Engineering/Mechanics of Materials.
  • Software Engineering
  • Underwater engineering and Marine Technology.