Investigations concerning seismic response control of self-anchored suspension bridge with MR dampers

Frontiers of Architecture and Civil Engineering in China

Volumn 2, Issue 1, 2008, Pages 43-48

  Yang, Menggang ^a,b   Chen, Zhengqing ^b   Hu, Jianhua ^c  

^a CENTRAL SOUTH UNIVERSITY   (China)

^b HUNAN UNIVERSITY   (China)

^c Hunan Provincial Institute of Transportation Planning Survey and Design ^*  (China)

Author keywords

Magnetic rheological (MR) damper; Seismic response control; Self anchored; Suspension bridge

Indexed keywords

EID: 43349090804     PISSN: 16737407     EISSN: 16737512     Source Type: Journal    
DOI: 10.1007/s11709-008-0011-0     Document Type: Article

References (18)

1. John A O, David P B. Self-anchored suspension bridges. Journal of Bridge Engineering, ASCE, 1999, 4(3): 151-156
2. Lou Zhuanghong. Self-anchored suspension bridges. Journal of China and Foreign Highway, 2002, 22(3): 49-51 (in Chinese)
3. Sadek F, Mohrez B, Lew H S. Single-and multiple-tuned liquid column dampers for seismic applications. Earthquake Engineering and Structural Dynamics, 1998, 27(5): 439-463
4. Feng M Q, Kim J M, Shinozuka M, et al. Viscoelastic dampers at expansion joints for seismic protection of bridges. Journal of Bridge Engineering, ASCE, 2000, 5(1): 67-74
5. Hu Xiaofeng, Hu Shide. Researches on application of TMD to seismic control. Earthquake Engineering and Engineering Vibration, 2000, 20(2): 112-116 (in Chinese)
6. Cai Jing, Li Xiaozhen, Qiang Shizhong. Active control research of cable-stayed bridge subject to seismic excitation. Bridge Construction, 2002, 3(1): 10-11 (in Chinese)
7. Jiang Jianjun, Zhou Hongbo. Influence of nonlinear viscous damper on earthquake response of suspension bridge. Urban Loads Bridge and Flood Control, 2004, 11(2): 99-102 (in Chinese)
8. Chen Z Q, Wang X Y, Ko J M, et al. MR damping system for mitigating wind-rain induced vibration on Dongting Lake cable-stayed bridge. Wind and Structures, 7(5): 293-304
9. Wu Zhehua, Lou Wenjuan, Chen Yong, et al. Stay-cable passive control using MR dampers. China Civil Engineering Journal, 2005, 38(4): 78-83 (in Chinese)
10. Ou Jinping. Vibration Control of Structure-active, Semi-active and Intelligent Control. Beijing: Science Press, Beijing, 2003 (in Chinese)
11. ∞ control for seismic response of buildings using MR damper. Engineering Mechanics, 2004, 21(2): 95-100 (in Chinese)
12. Jung H J, Spencer Jr B F, Lee I W. Control of a seismically excited cable-stayed bridge employing Magneto-rheological fluid dampers. Journal of Structural Engineering, ASCE, 2003, 129(7): 873-883
13. Chen Shuisheng. Magneto-rheological (MR) dampers semi-active control of earthquake response for elevated bridge. Journal of Chang'an University (Natural Science), 2003, 23(6): 40-43 (in Chinese)
14. Spencer Jr. B F, Dyke S J, Sain MK, et al. Phenomenological model of a magneto-rheological damper. Journal of Engineering Mechanics, ASCE, 1997, 123(3): 230-238
15. Yang G, Spencer Jr. B F, Carlson J D, et al. Large-scale MR fluid dampers: Modeling and dynamic performance considerations. Engineering Structures, 2002, 24(3): 309-323
16. Fan Lichu. Bridge Aseismic. Shanghai: Tongji Press, Shanghai, 2001 (in Chinese)
17. Yang Menggang, Chen Zhengqing. The non-linear finite element analysis for two-node catenary element of cable structure based on UL formulation. China Civil Engineering Journal, 2003, 36(8): 63-68 (in Chinese)
18. Yang Menggang, Hu Jianhua, Chen Zhengqing. Seismic response analysis of self-anchored suspension bridge with single-tower. Journal of Central South University (Science and Technology), 2005, 36(1): 133-137 (in Chinese)