Date

1970

Document Type

Thesis

Degree

Master of Science

Department

Civil Engineering

First Adviser

Chen, Wai-Fah

Abstract

Column curvature curves are used to solve general inelastic beam-column problems in a manner similar to the use of column deflection curves. Curvature curves are obtained analytically from differential equations while rotation and reflection are computed by numerical integration of curvature. Complete elastic-plastic responses of beam-columns are investigated.

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