FUNDAMENTAL PEFORMANCE EVALUATION OF ENERGY DISSIPATION DEVICE CONSISTING OF MULITIPLE LAMINATED RUBBER ASSEBLIES BY MEANS OF CYCLIC LOADING TESTS
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- IGARASHI Akira
- 京都大学大学院工学研究科都市社会工学
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- INOUE Kazuma
- 京都大学大学院工学研究科都市社会工学
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- TAYA Fumiko
- 西日本旅客鉄道(株)
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- IEMURA Hirokazu
- 近畿職業能力開発大学校
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- YOSHIDA Masahiko
- (株)川金コアテック
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- HIMENO Takehiko
- (株)川金コアテック
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- NAGASAWA Mitsuya
- 阪神高速道路(株)
Bibliographic Information
- Other Title
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- 複数のゴム体を用いた積層ゴムダンパーの載荷試験による基本性能の検討
Abstract
Use of the damper using laminated high damping rubber for the seismic retrofit of an existing long cablestayed bridge is in progress. A scaled model of the laminated rubber damper consisting of plural laminated high damping rubber assemblies was examined by quasi-static loading tests for the verification of the performance as vibration control device system. The test results show that the damper system exhibits sufficient damping and energy absorption capability, and axial load dependence of the damping force characteristics is small. The masimum shear strain capacity of the high damping rubber assembly exceeding 300% is vefiried by a single-cycle and a cyclic loading tests. Therefore, the current design methodology of the laminated rubber damper is valid and can be regarded as a effective vibration control device for a long cable-stayed bridge.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
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Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 65 (1), 450-455, 2009
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205351481600
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- NII Article ID
- 130004961181
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- ISSN
- 21854653
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed