ULTIMATE LOAD TESTS ON BRACED MULTI-STORY FRAMES.

Abstract

Four tests were conducted on three-story, two-bay fully welded frames fabricated from ASTM A36 steel. The frames were full size and were proportioned by the plastic design methods. Gravity, 'checkerboard' and lateral loads were applied to the frames up to failure. The frames were braced against sidesway by diagonal bracing. The tests were conducted to study the behavior and strength of braced multi-story steel frames and to evaluate plastic design methods for predicting frame behavior at maximum load. Theory is compared with experimental behavior in both the elastic and inelastic range. The experimental ultimate load reached or exceeded the maximum load predicted by plastic theory with an average discrepancy of 4%. The tests indicate that plastic design methods can be applied to braced multi-story frames. (Author)

Document Details

Document Type
Technical Report
Publication Date
May 01, 1968
Accession Number
AD0672559

Entities

People

  • Joseph A. Yura
  • Le-wu Lu

Organizations

  • Lehigh University

Tags

Readers

  • Pavement Materials Engineering.
  • Structural Dynamics.