1. Aoyama Y, Fujitani H, Mukai Y (2013) Proposal of semi-active control with variable rotational inertia force damper in base-isolated layer. Summaries of Technical Papers of Annual Meeting AIJ, Structure B-2, pp 401–402 (in Japanese)
2. Aoyama Y, Fujitani H, Ito M, Mukai Y, Shibata K, Sato Y (2014) Response reduction by passive and semi-active control of base-isolation system by using magneto-rheological rotary inertia damper against near-fault pulse and long-period ground motions. In: Proceedings 6th world conference on structural control and monitoring (6WCSCM), Barcelona, Spain, pp 1223–1230
3. Architectural Institute of Japan (2007) Structural response and performance for long period seismic motions. AIJ, Japan (in Japanese)
4. Architectural Institute Japan (2013a) Extreme ground motions and seismic performance evaluation of building—how to prepare for mega subduction and inland earthquakes. AIJ, Japan (in Japanese)
5. Architectural Institute Japan (2013b) Design recommendations for seismically isolated buildings, 4th edn. AIJ, Japan (in Japanese)