A Modified Catenary Model with Application to the Analysis and Design of Retrofit Cables for Progressive Collapse

Abstract

Progressive collapse, the extensive or complete collapse of a structure resulting from the failure of one or a small number of structural components, has become a focus of research efforts and design considerations following events occurring at the Ronan Point apartment building in London, the Murrah Federal Building in Oklahoma City, and the World Trade Center in New York City. A principle research and design area for progressive collapse investigates the behavior of structural frames when column support is removed. The mechanism that results from loss of column support in structural frames characteristically involves beams that are unable to provide sufficient flexural resistance. Cable retrofit is one method to enhance existing frames and supplement or replace the post-mechanism beam load resistance with straight-legged catenary resistance after a column removal. The cables are located linearly along the beam geometry and are affixed at beam supports. This paper investigates both static and dynamic behavior of the catenary action of retrofit cables, which include both the linear and nonlinear material behavior of the cable material. Moreover, a simplified model serves as the basis for retrofit cable design is presented. Finite element modeling and experimentation in this paper verify and validate the applicability of the model. Finally, a framework for developing a procedure for retrofit cable design is presented.

CASCO: a simulator of load paths in 2D frames during progressive collapse

“…For the bending collapse mode instead, in Fig. 10 am CASCO underestimates the collapse loads when catenary actions are neglected (as expected, given the importance of catenary action for progressive collapse resistance, proven both experimentally [12] and by modelling [2,7,16]). On the other hand, when considering catenary actions, CASCO predicts higher collapse loads than those from the dynamic simulations.…”