Cable tension measurement for cable-stayed bridge considering on the effect of damper
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Dapeng Wang | Lina Zhang | Fengchen Li | Ou Yang | Fengchen Li | O. Yang | Lina Zhang | Dapeng Wang
[1] Billie F. Spencer,et al. Mitigating stay cable oscillation using semiactive damping , 2000, Smart Structures.
[2] Rong-Fong Fung,et al. FINITE ELEMENT ANALYSIS OF A THREE-DIMENSIONAL UNDERWATER CABLE WITH TIME-DEPENDENT LENGTH , 1998 .
[3] Yi-Qing Ni,et al. A hybrid pseudo-force/Laplace transform method for non-linear transient response of a suspended cable , 2000 .
[4] Wei-Xin Ren,et al. Baseline finite element modeling of a large span cable-stayed bridge through field ambient vibration tests , 2005 .
[5] Yozo Fujino,et al. ESTIMATION CURVE FOR MODAL DAMPING IN STAY CABLES WITH VISCOUS DAMPER , 1993 .
[6] Noel C. Perkins,et al. Modal interactions in the non-linear response of elastic cables under parametric/external excitation , 1992 .
[7] Shaker A. Meguid,et al. Nonlinear FE-based investigation of flexural damping of slacking wire cables , 2007 .
[8] Paolo Spinelli,et al. Artificial Wind Generation and Structural Response , 1987 .