The specification of damping for nuclear piping systems subject to seismic-induced motions has been the subject of many studies and much controversy. Damping estimation based on test data can be influenced by numerous factors, consequently leading to considerable scatter in damping estimates in the literature. At present, nuclear industry recommendations and nuclear regulatory guidance are not consistent on the treatment of damping for analysis of nuclear piping systems. Therefore, there is still a need to develop a more complete and consistent technical basis for specification of appropriate damping values for use in design and analysis. This paper summarizes the results of recent damping studies conducted at Brookhaven National Laboratory.
INTRODUCTIONThe specification of damping for nuclear piping systems subject to seismic-induced motions has been the subject of many studies and much controversy. Damping represents the system's ability to dissipate the input energy, and is a significant factor in appropriately determining the dynamic response of the piping system. For mathematical simplicity, damping is often modeled as equivalent viscous damping, proportional to velocity. In reality, vibration energy is dissipated through numerous mechanisms, and determining an appropriate equivalent viscous damping for analysis of a nuclear piping system is not straightforward. Damping