A Retrofit Method to Mitigate Progressive Collapse in Steel Structures

Abstract

Accidental events, such as impact loading or explosions, are rare events characterized by a very low probability of occurrence. However, their effects often lead to very high human losses and economic consequences as are likely to trigger the progressive collapse of the buildings. The progressive collapse of structures attracted the attention of many researchers and the topic has been widely investigated in recent years. In addition, increasing interest has been shown also on the definition of retrofit strategies able to increase the robustness of existing structures. The present work investigates the performance and the design of a retrofit solution to increase the robustness of steel moment resisting frames. A case study structure is selected and modelled in OpenSees, including both mechanical and geometrical non‐linearities. Non‐linear static analyses have been carried out on the frame, simulating a column loss scenario to investigate the subsequent load redistribution. The simulations showed that the case study was unable to redistribute the load and hence retrofitting was required. Among others, a truss system was added at the rooftop level of the building allowing the definition of an alternative load path. The analyses outcomes showed how the proposed retrofit method allows to increase the robustness of the case study structure and allowed for critical remarks on the checks required when this retrofit system is employed.

Novel bolted steel joint to improve anti‐collapse resistance of steel structure

“…In second path to improve robustness of steel structures under column loss scenario the applications of additional systems are presented. In article [14] the numerical nonlinear static analysis were carried out on the steel frame simulating column loss situation. As main conception add at the rooftop level a truss system are presented to create alternative load path.…”