Analysis for Truss Buckling

descriptionPublicationkeyboard_double_arrow_right Article 01 Aug 1972 English Publisher:American Society of Civil Engineers (ASCE)Journal:Journal of the Structural Division, volume 98, pages 1,893-1,897 (issn: 0044-8001, eissn: 2690-3377,

Copyright policy )

Authors: Donlad L. Dean; Frederick R. Jetter;

doi: 10.1061/jsdeag.0003320

Analysis for Truss Buckling

- Summary
- Metrics

Abstract

The purpose herein is to introduce a new approach, the discrete field methods, for determining truss buckling loads. The method is illustrated in its exact form for a simple regular truss with end loads.

Related Organizations

North Carolina State University
United States
North Carolina Agricultural and Technical State University
United States

Impact byBIP!

	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).	8
	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.	Average
	influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).	Top 1%
	impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.	Average