Date

1968

Document Type

Thesis

Degree

Master of Science

Department

Civil Engineering

First Adviser

Lu, Le-Wu

Abstract

Experiments were conducted on full-scale, non-sway beam-and-column subassemblages to study their strength and deformation behavior in the inelastic range. These tests also provide an experimental verification of a new procedure that was developed for designing columns in braced multi-story frames. Two types were included: columns bent in single curvature and columns bent in double curvature.

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