Experimental and analytical capacity of frame scaffolding
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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. © 2001 Elsevier Science Ltd. All rights reserved.
author list (cited authors)
Weesner, L. B., & Jones, H. L.