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ダンパーを付加したアンボンドPCaPC柱・梁圧着接合構造の構造性能に関する研究
| Title: | ダンパーを付加したアンボンドPCaPC柱・梁圧着接合構造の構造性能に関する研究 |
| Other Titles: | Structural Performance of Unbonded Post-Tensioned Beam-Column Connections with Damper |
| Authors: | 矢野, 貴大1 Browse this author | | 越川, 武晃2 Browse this author →KAKEN DB | | 溝口, 光男3 Browse this author | | 山下, 仁4 Browse this author | | 上田, 正生5 Browse this author →KAKEN DB |
| Authors(alt): | Yano, Takahiro1 | | Koshikawa, Takeaki2 | | Mizoguchi, Mitsuo3 | | Yamashita, Hitoshi4 | | Ueda, Masaiki5 |
| Keywords: | ダンパー | | アンボンドPC | | プレストレストコンクリート | | スティールバンド | | 損傷制御構造 | | Damper | | Unbonded tendon | | Post-tensioned concrete | | Steel-band | | Damage-controlled structure |
| Issue Date: | Feb-2010 |
| Publisher: | 日本建築学会 |
| Journal Title: | 日本建築学会技術報告集 |
| Volume: | 16 |
| Issue: | 32 |
| Start Page: | 145 |
| End Page: | 150 |
| Publisher DOI: | 10.3130/aijt.16.145 |
| Abstract: | This paper presents a beam-end damper which is developed to improve energy dissipation capability of the unbonded post-tensioned concrete structure. To investigate the damper effects, a cantilever beam with dampers was tested under reversed cyclic loading. The experimental results indicate that a high energy dissipation unbonded post-tensioned concrete structure is readily achievable. And a method of modeling the damper for nonlinear analysis is also presented. Comparisons of the experimental results and calculated results lead to confirm adequacy of proposed model. |
| Rights: | 日本建築学会 |
| Type: | article |
| URI: | http://hdl.handle.net/2115/50349 |
| Appears in Collections: | 工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)
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Submitter: 越川 武晃
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