A study on response characteristics of a sdof model with rotating inertia mass dampers

被引：0

作者：

Isoda, Kazuhiko ^{[1
]}

Hanzawa, Tetsuya ^{[1
]}

Tamura, Kazuo ^{[1
]}

机构：

[1] Institute of Technology, Shimizu Corporation

来源：

Journal of Structural and Construction Engineering | 2009年 / 74卷 / 642期

关键词：

Absorption of energy; Response characteristics; Rotating inertia mass; Tuned mass damper;

D O I：

10.3130/aijs.74.1469

中图分类号：

学科分类号：

摘要：

RIMD (=Rotating Inertia Mass Damper) has been developed to mitigate an earthquake response of structure. Three type of RIMDs, which were a parallel connecting type, a series connecting type and both combined connecting type, for SDOF system were studied by comparing frequency transfer functions for various excitation patterns. The proposed combined connecting type was found to be able to suppressthe response in wider frequency range compared with a conventional TMD. The parallel connecting type well reduced the absorbed energy amounts for the earthquake excitations.

引用

页码：1469 / 1476

页数：7

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