Limit states and failure mechanisms of viscous dampers and the implications for large earthquakes

作者：Miyamoto H Kit; Gilani Amir S J^*; Wada Akira; Ariyaratana Christopher

来源：EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2010, 39(11): 1279-1297.

DOI：10.1002/eqe.993

• fluid viscous dampers
• damper components
• damper limit states
• damper failure mode
• analytical simulations
• experimental correlations
• rare earthquakes

Fluid viscous dampers are used to control story drifts and member forces in structures during earthquake events. These elements provide satisfactory performance at the design-level or maximum considered earthquake. However, buildings using fluid viscous dampers have not been subjected to very large earthquakes with intensities greater than the design and maximum considered events. Furthermore, an extensive database of viscous damper performance during large seismic events does not exist. To address these issues, a comprehensive analytical and experimental investigation was conducted to determine the performance of damped structures subjected to large earthquakes. A critical component of this research was the development and verification of a detailed viscous damper mathematical model that incorporates limit states. The development of this model and the laboratory and simulation results conclude good correlation with the new model and the damper limit states and provide superior results compared with the typical damper model when considering near collapse evaluation of structures.

• 出版日期2010-9