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A Numerical Solution For The Ultimate Strength Of Tubular Beam-Columns, Arnold L. Wagner
A Numerical Solution For The Ultimate Strength Of Tubular Beam-Columns, Arnold L. Wagner
Dissertations and Theses
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.