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Runyang suspension bridge

In this chapter, principle introductions are conducted in terms of seismic response control, the analytic hierarchy process (AHP) and first-order optimization method. Through the parameters sensitivity analyses of 3-dimensional model for the Runyang Suspension Bridge (RSB), damper optimization for seismic control of the RSB under certain seismic input are realized, on the basis of the combination of the AHP and first-order optimization method. [Pg.113]

Wang, H., Li, A. Q., Miao, C. Q. (2005), FE model updating and validating of Runyang Suspension Bridge based on SHMS. Southeast University, 21 (4), 474-479. [Pg.125]


See other pages where Runyang suspension bridge is mentioned: [Pg.112]    [Pg.391]    [Pg.413]    [Pg.112]    [Pg.391]    [Pg.413]    [Pg.113]   
See also in sourсe #XX -- [ Pg.115 ]




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