Hybrid Vibration Control of Self-Anchored Cable-Stayed Suspension Bridge
2014 ◽
Vol 919-921
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pp. 556-559
Keyword(s):
Larger displacement and inter-force response of the structure will be produced when self-anchored cable-stayed suspension bridge in longitudinal earthquake. The optimized layout of viscous damper is done for self-anchored cable-stayed suspension bridge with the lead rubber bearings in the main tower, moreover, the nonlinear time-history analysis in the longitudinal seismic input be made. Comparing the analysis results above between the scheme with viscous damper and the scheme without isolation measures, analysis results show that inter-force and displacement of control section and control node are reduced greatly in hybrid vibration control.
2014 ◽
Vol 587-589
◽
pp. 1377-1380
2013 ◽
Vol 405-408
◽
pp. 1935-1938
2011 ◽
Vol 255-260
◽
pp. 1280-1284
2011 ◽
Vol 243-249
◽
pp. 3889-3892
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