- Article
Fire suppression systems are critical nonstructural systems that must remain operational during and following seismic events to protect life and property. Many of these systems utilize threaded cast iron fittings to connect steel piping throughout a facility. Previous experimental investigations have demonstrated that these fittings are susceptible to failure under seismic-induced deformations, potentially resulting in water leakage, loss of system functionality, and costly post-earthquake repairs. To address this vulnerability, this study experimentally evaluates a retrofit corner brace designed to improve the seismic performance of threaded cast iron fittings by transferring bending demands from the fitting into the adjoining steel pipe. Nine retrofitted 2-inch threaded cast iron pipe fitting assemblies were tested under a reverse-cyclic quasi-static loading protocol representative of seismic loading. Retrofit performance was evaluated by comparison with corresponding non-retrofitted control specimens through observations of failure mechanisms, moment-rotation behavior, rotational response at the retrofit interface, and strain measurements obtained from both the fitting and adjacent piping. The retrofitted specimens exhibited no fitting failure or substantial leakage within the deformation ranges investigated, while observed bending and yielding occurred in the adjoining steel piping. These findings demonstrate the potential of the corner brace to protect threaded cast iron fittings under the investigated loading conditions, although its application to existing fire suppression systems requires further evaluation.
13 November 2026





