1. Agrawal AK, Tan P, Nagarajaiah S, Zhang J (2005) Benchmark structural control problem for a seismically excited highway bridge, part I: problem definition. http://www-ce.engr.ccny.cuny.edu/People/Agrawal,2005
2. Ali SF, Ramaswamy A (2006) Benchmark control problem for highway bridge based on FLC. In: Proceedings of ASCE structures congress 2006. St. Louis, Missouri, May 18–21, 2006
3. Choi K, Jung H, Cho S, Lee IW (2006) Application of smart passive damping system using MR damper to highway bridge benchmark problem. In: Proceedings of 8th international conference on motion and vibration control (MOVIC 2006). August 27–30, 2006, Korea
4. Iemura H, Igarashi A, Nakata N (2001) Semi-active control of full-scale structures using variable joint damper system. In: The 14th KKNN symposium on civil engineering. Kyoto, Japan, November 5–7, 2001, pp. 41–46
5. Iemura H, Pradono MH (2003) Application of pseudo negative stiffness control to the benchmark cable stayed bridge. J Struct Control Special Issue Cable Stay Bridge Seism Benchmark Control Probl 10: 187–204