Journal
ENGINEERING STRUCTURES
Volume 23, Issue 6, Pages 592-599Publisher
ELSEVIER SCI LTD
DOI: 10.1016/S0141-0296(00)00087-0
Keywords
scaffolding; load test; analysis; ultimate strength; buckling load
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This paper describes load tests on four different types of frame scaffolding systems assembled to form a framework approximately 5 m tall. Commercially available software was used to predict the ultimate load carrying capacity of each system using both an eigenbuckling and a geometrically nonlinear analysis. Comparisons are made between observed and predicted ultimate loads. (C) 2001 Elsevier Science Ltd. All rights reserved.
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