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- W931694891 abstract "Practical plastic design can be extended to cover tall frames and beam columns by an iterative analysis that takes force-deflection interaction into account. The state of deformation is used herein as the independent variable. The design load is achieved by a trial-and-error method. This approach is most advantageous because it automatically satisfies deformation constraints, and because it involves a new and more simple formulation of the beam-column elements of the structure. A short cut analysis for tall frames also is derived. Application is illustrated by examples of simple and continuous beam columns and a four story frame. The theory is confirmed by a few experimental results and comparison with a computer solution." @default.
- W931694891 created "2016-06-24" @default.
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- W931694891 date "1964-04-01" @default.
- W931694891 modified "2023-09-23" @default.
- W931694891 title "Iterative Limit Analysis for Tall Frames" @default.
- W931694891 doi "https://doi.org/10.1061/jsdeag.0001048" @default.
- W931694891 hasPublicationYear "1964" @default.
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