H. Elwood and J. P. Moehle, “Shake Table Tests on the Gravity Load Collapse of Reinforced Concrete Frames,” Pacific Earthquake Engineering Research Center, University of California, Berkeley, 2003.

has been cited by the following article:

• TITLE: Experimental Investigation of Progressive Collapse of Steel Frames

  AUTHORS: Kamel Sayed Kandil, Ehab Abd El Fattah Ellobody, Hanady Eldehemy

  KEYWORDS: Experimental Investigations; Finite Element Model; Progressive Collapse; Steel Frames

  JOURNAL NAME: World Journal of Engineering and Technology, Vol.1 No.3, November 5, 2013

  ABSTRACT: This paper reports two new tests conducted to augment available data highlighting the structural performance of multistory steel frames under progressive collapse. The investigated steel frames had different geometries, different boundary conditions, different collapse mechanisms, different damping ratios and different connections. Overall, the paper addresses how multistory frames would behave when subjected to local damage or loss of a main structural carrying element. The obtained results can form a data base for nonlinear finite element models. The deformations of the investigated steel frames and failure modes under progressive collapse were predicted from the finite element analysis, with detailed discussions presented.