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Ultimate Strength of Rectangular Compression Members without Tensile Strength

descriptionPublicationkeyboard_double_arrow_right Article 01 Feb 1974 English Publisher:American Society of Civil Engineers (ASCE)Journal:Journal of the Structural Division, volume 100, pages 499-505 (issn: 0044-8001, eissn: 2690-3377, Copyright policy )
Authors: Ganpat S. Pandit;

doi: 10.1061/jsdeag.0003734

Ultimate Strength of Rectangular Compression Members without Tensile Strength

Abstract

In a 1971 paper by Yokel, he presented an analysis for the ultimate load of eccentrically loaded compression members of rectangular cross section with no tensile strength. This paper extends the range of the analysis and gives general expressions for a load-slenderness ratio relationship for the entire range of eccentricity-depth ratio e/t .

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
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