| 研究生: |
賈博宇 Chia, Po-Yu |
|---|---|
| 論文名稱: |
振動台效能對PFCMD即時複合實驗之影響探討 Performance Evaluation of Shaking Table on Real-Time Hybrid Testing of PFCMD |
| 指導教授: |
朱世禹
Chu, Shih-Yu |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 土木工程學系 Department of Civil Engineering |
| 論文出版年: | 2016 |
| 畢業學年度: | 104 |
| 語文別: | 中文 |
| 論文頁數: | 207 |
| 中文關鍵詞: | 即時複合實驗 、振動台試驗 、半主動壓電摩擦型質量阻尼器 、可變摩擦機構 |
| 外文關鍵詞: | Real Time Hybrid Test, Shaking Table Test, Piezoelectric Friction Controllable Mass Damper System, Piezoelectric Friction Damper |
| 相關次數: | 點閱:167 下載:12 |
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經由文獻結果證實複合實驗可應用於被動控制之摩擦隔震元件,藉由建立主結構之數值模型,並將隔震結構之層間剪力回授至數值模型並將下一步主結構之位移命令發送至振動台使之作動,即可呈現振動台實驗時之反應。而經由先期研究成果也發現,於半主動壓電式摩擦型調諧阻尼器之複合實驗時,出現位移訊號符合而加速度訊號不符之現象,導致複合實驗結果不甚理想,與振動台實驗之結果有相當大的落差。本文主要為探討各種不同之振動台控制方法於複合實驗時之影響,分別以MTS公司所提供之STEX PRO位移回饋、加速度回饋、位移和加速度同時回饋及外部控制進行實驗,並觀察各控制方法之誤差及準確性。並選擇適當之控制方法,運用至半主動壓電式摩擦型調諧質量阻尼器之振動台實驗及複合實驗,並經由實驗結果證實於半主動控制時摩擦隔震元件之複合實驗的可行性。
The passive type of friction isolator applicated in hybrid test was confirmed through references, this research build th main system’s numerical model, and feedback inter-story shear force between isolator and main system to numerical model to compute the main system’s next step’s displacement command to actuate shaking table, then it will show results it got in shaking table test. Early research also showed that displacement’s signal was matched, but acceleration’s signal wasn’t during hybrid test of piezoelectric friction controllable mass damper system (PFCMD), and lead to disappointment result of hybrid test which was quite obviously different with shaking table test. The main purpose of the research is to discuss influence of any different shaking table’s control method in hybrid test, such as MPT control, STEX PRO displacement feedback, acceleration feedback and both signal feedback offered by MTS Co. This research also observed every method’s accuracy, and chose appropriate one to apply in shaking table test and hybrid test. The experimental result confirmed feasibility of isolated element of semi-active control in hybrid test.
[1] Hakuno, M., Shidawara, M. and Hara, T., “Dynamic destructive test of a cantileverbeam controlled by an analog-computer” Transactions Japan Society of Engineers, 1-9 (1969)
[2] Takanashi, K. et al., “Nonlinear earthquake response analysis of structures by a computer actuator online system” Transactions Architectural Instruction Japan, 229,77-83 (1975)
[3] Nakashima et al., “Development of real-time pseudo-dynamic testing” Earthquake Engineering and Structural Dynamics, 21(1):79-92 (1992)
[4] Chung, W. J., Yun, C. B., Kim, N. S. and Seo., J. W. “Shaking table and pseudodynamic tests for the evaluation of the seismic performance of base-isolated structures” Engineering Structures, 365-379 (1999)
[5] Horiuchi, T., M. Inoue, T. Konno and W. Yamagishi., “Development of a real-time hybrid experimental system using a shaking table - (Proposal of experiment concept and feasibility study with rigid secondary system)” JSME International Journal Series C-Mechanical Systems Machine Elements and Manufacturing 42: 255-264, (1999)
[6] Reinhorn, A.M., Sivaselvan M.V., Liang Z., Shao X., “Real-time dynamic hybrid testing of structural systems” World Conference on Earthquake Engineering, (2004)
[7] T.Y. Yang, G. Mosqueda and B. Stojadinovic., “Evaluating the quality of hybrid simulation test using an energy based approach” World Conference on Earthquake Engineering, (2008)
[8] Lu, L. Y., C. C. Lin, G. L. Lin, C. Y. Lin (2010) ”Experimental and analysis of a fuzzy-controlled piezoelectric seismic isolation system” Journal of sound and Vibration, Vol. 329,No. 11, 1992-2014.
[9] Lu, L. Y., G. L. Lin, C. Y. Lin “Experimental verification of a piezoelectric smart isolation system” Structural Control and Health Monitoring, Vol. 18, No. 8, 869-889. (2011)
[10] Lu, L. Y., G. L. Lin, C. Y. Lin “Experiment of an ABS-type control strategy for semi-active friction isolation systems.” Smart Structures and Systems, Vol.8, No.5, 501-524. (2011)
[11] Lin, G. L., C.C. Lin, L. Y. Lu, Y. B. Ho(2012) ”Experimental verification of seismic vibration control using semi-active friction tuned mass damper.” Earthquake Engineering ans structural Dynamics, Vol. 41, No.4,813-830
[12] 許敬昀,「摩擦型調諧質量阻尼器系統之混合實驗驗證」,國立成功大學研究所,碩士論文,(2014)
[13] 何玉泊,「半主動摩擦調諧質量阻尼器之振動台試驗與減振分析」,國立中興大學土木研究所,碩士論文,(2010)
[14] 甯威鈞,「半主動壓電式摩擦型調諧質量阻尼器系統混合實驗驗證」,國立成功大學土木研究所,碩士論文,(2015)
[15] 羅仕杰,「記憶體共享光纖網路設備於即時擬動態實驗之初步研究」,國立暨南國際大學土木工程研究所,碩士論文,(2005)
[16] 張微敬,田石柱,歐進萍,「模型結構的磁流阻尼減振控制試驗研究」,工程力學,第23卷,第10期,(2006)
[17] 王大鵬,張洪濤,田石柱,歐進萍,「基於MTS計算命令控制的試驗系統」,建築科學與工程學報,第24卷,第1期,(2007)
[18] 顏呈璁,「多重取樣量測對擬動態實驗 誤差之影響」,國立成功大學土木工程研究所,碩士論文,(2009)
[19] 吳依寰,「摩擦型阻尼器之擬動態實驗與震動台驗證」,國立成功大學土木工程研究所,碩士論文,(2011)
[20] 朱凱業,「多項式變曲率滑動支承之混合實驗」,國立成功大學土木工程研究所,碩士論文,(2013)
[21] 林錦隆,「半主動隔震系統之抗震應用研究」,國立高雄第一科技大學工程科技研究所,碩士論文,(2008)
[22] 賈博宇,「MTS793振動台操作手冊」,國立成功大學土木工程研究所,振動台使用手冊,(2016)