Abstract
This paper describes a large TMD developed as an effective seismic control device for an existing high-rise building. First, we examine the requirements of the TMD using a simple model and clarify the constitution of the actual system. After the control effect through earthquake response analyses is discussed, the results of performance tests conducted on a full-scale TMD system for retrofitting an existing high-rise building are described.
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CITATION STYLE
Yaguchi, T., Kurino, H., Kano, N., Nakai, T., & Fukuda, R. (2015). Development of large tuned mass damper with stroke control system for seismic upgrading of existing high-rise building. In IABSE Conference, Nara 2015: Elegance in Structures - Report (pp. 464–465). International Association for Bridge and Structural Engineering (IABSE). https://doi.org/10.2749/222137815815775835
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