A Numerical Solution For The Ultimate Strength of Tubular Beam-Columns

Author

Arnold L. Wagner, Portland State University

Sponsor

Portland State University. Department of Engineering and Applied Science

First Advisor

Wendelin H. Mueller, III

Date of Publication

11-4-1976

Document Type

Thesis

Degree Name

Master of Science (M.S.) in Applied Science

Department

Applied Science

Language

English

Subjects

Columns, Iron and steel -- Testing -- Simulation methods, Steel tubes-- Testing -- Simulation methods, Strength of materials -- Simulation methods

DOI

10.15760/etd.2436

Physical Description

1 online resource. Digitized photocopy of typescript.

Abstract

To provide a basis for the development of interaction curves for tubular beam-columns of annular cross section, a general purpose beam-column computer program is developed, and used to determine ultimate load capacities. The paper presents the analytical model and the computer method. The analytical results are compared with published test data as well as experimental data obtained as part of this project.

Rights

In Copyright. URI: http://rightsstatements.org/vocab/InC/1.0/ This Item is protected by copyright and/or related rights. You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s).

Persistent Identifier

http://archives.pdx.edu/ds/psu/15824

Recommended Citation

Wagner, Arnold L., "A Numerical Solution For The Ultimate Strength of Tubular Beam-Columns" (1976). Dissertations and Theses. Paper 2437.
https://doi.org/10.15760/etd.2436