Performance-based design methodology of tuned mass damper for mitigating seismic damage to nonstructural components

摘要：

　　A comprehensive design procedure is proposed by means of stochastic vibration theory and response spectrum methods.Numerical examples are demonstrated for a wide variety of steel buildings with TMDs.The proposed method allows the design of TMDs in terms of mitigating damage to both structural and nonstructural components.

关键词： Tuned mass damper Super high-rise building Long-period ground motion Optimal design Passive control

作者: K.Kaneko

作者单位: Department of Architecture and Building Engineering,Tokyo Institute of Technology,Yokohama,Japan

会议类型: 国际会议

会议名称: The 7th World Conference on Structural Control and Monitoring(7WCSCM)(第七届结构控制与监测世界大会)

会议地点: 青岛

会议语种:英文

页码: 444-454

在线出版日期: 2018-07-22（万方平台首次上网日期，不代表论文的发表时间）