论文信息 - Parameter optimization and structural design of tuned mass damper for shanghai centre tower

Parameter optimization and structural design of tuned mass damper for shanghai centre tower

With a height of 632 m, Shanghai centre tower (SHC), located in Lujiazui district of Shanghai, will be the highest building in China. A tuned mass damper (TMD) system will be set in the upper part to control the structural wind-induced response. The optimum control parameters of TMD were obtained through different optimization cases of TMD system parameters for wind vibration control. Then, Based on the conceptual design of SHC TMD system, theoretical analysis and formula derivation of dual pendulum systems, which is an improved form of traditional pendulum systems, was carried out, and the fundamental design method and process of dual pendulum systems is proposed in the paper. Copyright © 2010 John Wiley & Sons, Ltd.

Xilin Lu | Junru Chen | Xilin Lu | Junru Chen

[1] Mehdi Setareh,et al. Pendulum Tuned Mass Dampers for Floor Vibration Control , 2006 .

[2] Michael Willford,et al. The damped outrigger concept for tall buildings , 2007 .

[3] R. S. Jangid,et al. Optimum parameters of tuned mass damper for damped main system , 2007 .

[4] Steen Krenk,et al. Frequency Analysis of the Tuned Mass Damper , 2005 .

[5] Yen-Po Wang,et al. Optimal design theories and applications of tuned mass dampers , 2006 .

[6] T. T. Soong,et al. Structural Control: Basic Concepts and Applications , 1996 .

[7] T. T. Soong,et al. Passive Energy Dissipation Systems in Structural Engineering , 1997 .

[8] Mohammad Rahimian,et al. Mitigation of wind‐induced motion of Milad Tower by tuned mass damper , 2009 .

[9] Michael Willford,et al. Damping in tall buildings – uncertainties and solutions , 2008 .