n285080SE Academic Article uri icon

abstract

  • 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.

published proceedings

  • Engineering Structures

author list (cited authors)

  • Weesner, L. B., & Jones, H. L.

publication date

  • January 1, 2001 11:11 AM