4Kelly J M, Skinner R I, Heine A J. Mechanisms of energy absorption in special devices for use in earthquake resistant structures [ J]. Bulletin of the New Zealand Society for Earthquake Engineering, 1972, 5 (3) : 63 -88.
5Lin Y Y, Tsai M H, Hwang J S, et al. Direct displacement - based design for building with passive energy dissipation systems [J]. Engineering Structures, 2003, 25(1): 25-37.
6Choi H, Kim J. Energy - based seismic design of buckling - restrained braced frames using hysteretic energy spectrum[ J]. En- gineering Structures, 2006, 28 (2): 304- 311.
7Parulekar Y M, Reddy G R, Vaze K K, et al. Seismic response analysis of RCC structure with yielding dampers using lineariza- tion techniques[ J ]. Nuclear Engineering and Design, 2009, 239 (12) : 3 054 - 3 061.
8Amadeo Benavent Climent. An energy -based method for seismic retrofit of existing frames using hysteretic dampers [ J ]. Soil Dynamics and Earthquake Engineering, 2011, 31 (10) : 1 385 -1 396.
9Habibi A, Chan R W K, Albemami F. Energy - based design method for seismic retrofitting with passive energy dissipation systems[J]. Engineering Structures, 2013, 46: 77- 86.
10Lin Y Y, Tsai M H, Hwang J S, et al. Direct displacement - based design for building with passive energy dissipation systems [ J]. Engineering Structures, 2003, 25 ( 1 ) : 25 - 37.
