Yield-Line Analysis of Rectangular Slabs with Doors,

Abstract

This paper presents several possible yield-line failure mechanisms and the corresponding equations for the ultimate flexural resistance of a slab with a door when subjected to a uniform pressure. The equations are limited to rectangular slabs with openings and are the beginning of an effort at the Naval Civil Engineering Laboratory to develop a comprehensive design procedure for rectangular slabs subjected to blast loads. (Author)

Document Details

Document Type
Technical Report
Publication Date
Aug 01, 1984
Accession Number
ADP004873

Entities

People

  • P. Wager
  • S. Berkenbile

Organizations

  • Naval Facilities Engineering Service Center

Tags

DTIC Thesaurus Topics

  • Blast Loads
  • Buildings And Structures
  • Civil Engineering
  • Engineering
  • Equations
  • Explosives
  • Failure Mode And Effect Analysis
  • Research Facilities
  • Resistance
  • Safety

Fields of Study

  • Engineering

Readers

  • Data Mining and Knowledge Discovery.
  • Facility/Structural Engineering.
  • Structural Dynamics.