Passive and hybrid control systems for seismic protection of a benchmark cable-stayed bridge

Structural Control and Health Monitoring

Volumn 14, Issue 1, 2007, Pages 1-26

  He, Wan Long ^a   Agrawal, A K ^a  

^a City University of New York   (United States)

Author keywords

Benchmark cable stayed bridge; Hybrid control systems; Passive dampers; Pulse type ground motion

Indexed keywords

COMPUTER SIMULATION; DAMPING; EARTHQUAKE RESISTANCE; PASSIVE NETWORKS; POLYNOMIAL APPROXIMATION;

BENCHMARK CABLE STAYED BRIDGE; HYBRID CONTROL SYSTEMS; PASSIVE DAMPERS; PULSE TYPE GROUND MOTION;

HYBRID COMPUTERS;

EID: 33847706985     PISSN: 15452255     EISSN: 15452263     Source Type: Journal    
DOI: 10.1002/stc.81     Document Type: Article

References (21)

1. Takahashi M. Earthquake resistance design of the Meiko Nishi Bridge. Proceedings of the 1st US-Japan Bridge Engineering Workshop, Tsukuba, Japan, 1984.
2. PWRI (Public Works Research Institute). Seismic design procedure of cable-stayed bridge: part I, dynamic characteristics of cable-stayed bridges based on field vibration test results. Technical report, Tsukuba, Japan, 1986 (in Japanese).
3. Dyke SJ, Caidedo JM, Turan G, Bergman LA, Hague S. Phase I Benchmark control problem for seismic response of cable-sated bridges. Journal of Structural Engineering (ASCE) 2003; 129(7):857-872.
4. Caicedo JM, Dyke SJ, Moon SJ, Bergman LA, Turan G, Hague S. Phase II benchmark control problem for seismic response of cable-stayed bridges. Journal of Structural Control 2003; 10(3-4):137-168.
5. Luo N, Rodellar J, De la Sen M, Vehi J. Decentralized active control of a class of uncertain cable-stayed flexible structure. International Journal of Control 2002; 75(4):285-296.
6. Bontempi F, Casciati F, Giudici M. Seismic response of a cable-stayed bridge: active and passive control systems (Benchmark problem). Journal of Structural Control 2003; 10(3-4):169-185.
7. Iemura H, Pradono MH. Application of pseudo-negative stiffness control to the benchmark cable-stayed bridge. Journal of Structural Control 2003; 10(3-4):187-203.
8. 2-based control strategies for civil engineering structures. Journal of Structural Control 2003; 10(3-4):205-230.
9. Park KS, Jung HJ, Spencer BF, Lee IW. Hybrid control systems for seismic protection of a phase II benchmark cable-stayed bridge. Journal of Structural Control 2003; 10(3-4):231-247.
10. He WL, Agrawal AK, Mahmoud K. Control of seismically excited cable-stayed bridge using resetting semi-active stiffness dampers. Journal of Bridge Engineering (ASCE) 2001; 6(6):376-384.
11. Agrawal AK, Yang JN, He WL. Applications of some semiactive control systems to Benchmark cable-stayed bridge. Journal of Structural Engineering (ASCE) 2003; 129(7):884-894.
12. He WL. Smart energy dissipation systems for protection of civil infrastructures from near-field earthquakes. Dissertation, City University of New York, 2003.
13. He W-L, Agrawal AK. An analytical model for near-field ground motion pulses for the design of smart protective systems. Accepted for publication in the Journal of Structural Engineering, ASCE, 2005.
14. Agrawal AK, Yang JN. Nonlinear optimal polynomial control for linear and nonlinear structures. Technical Report NCEER-95-0019. National Center for Earthquake Engineering Research, 11 December, 1995.
15. Agrawal AK, Yang JN. Optimal polynomial control of seismic-excited linear structures. Journal of Engineering Mechanics (ASCE) 1996; 122(8):753-761.
16. Soong TT, Wu Z. Design and implementation of nonlinear control strategies. Proceedings of 14th Structures Congress, Chicago, IL, 15-18 April, 1996, 1147-1154.
17. Wu ZG, Gattulli V, Lin RC, Soong TT. Implementable control law for peak response reduction. Proceedings of the 1st World Conference on Structural Control 1994, TP2-50-TP2-59.
18. Tomasula DP, Spencer BF, Sain MK. Nonlinear structural control for limiting extreme dynamic responses. Journal of Engineering Mechanics (ASCE) 1996; 122(3):218-229.
19. Agrawal AK, Yang JN. Static output polynomial control for linear structures. Journal of Engineering Mechanics (ASCE) 1997; 123(6):639-643.
20. Agrawal AK, Yang JN. Design of passive energy dissipation systems based on LQR methods. Journal of Intelligent Material Systems and Structures 1999; 10(12):933-944.
21. He WL, Agrawal AK, Yang JN. A novel semi-active friction controller for linear structures against earthquakes. Journal of Structural Engineering (ASCE) 2003; 129(7):941-950.